JP6889980B2 - Joint formation method - Google Patents

Joint formation method Download PDF

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JP6889980B2
JP6889980B2 JP2015137562A JP2015137562A JP6889980B2 JP 6889980 B2 JP6889980 B2 JP 6889980B2 JP 2015137562 A JP2015137562 A JP 2015137562A JP 2015137562 A JP2015137562 A JP 2015137562A JP 6889980 B2 JP6889980 B2 JP 6889980B2
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joint
forming method
mold
release
water repellency
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JP2017020223A (en
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小川 晴果
晴果 小川
卓也 水上
卓也 水上
弘安 片岡
弘安 片岡
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Obayashi Corp
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Description

本発明は、目地形成方法に関する。 The present invention relates to a joint forming method.

セルフレベリング材やモルタルなどのセメント系組成物で形成されるセメント系材料層(以下、基材ともいう)に対して目地を形成したい場合、型枠に目地棒などの固形物(目地型)を取り付け、基材硬化後に引き抜く方法、基材の半硬化時に型を押し付ける方法、基材の硬化後に溝切り機(カッター)等を用いて溝切りする方法(例えば、特許文献1参照)などが知られている。また、金属製(例えば真鍮など)の目地棒を基材に埋め込んでおき、基材を削って目地(目地棒)を露出させることも行われている。 If you want to form joints on a cement-based material layer (hereinafter, also referred to as a base material) formed of a cement-based composition such as self-leveling material or mortar, use a solid material (joint type) such as a joint rod in the formwork. The method of attaching and pulling out after curing the base material, the method of pressing the mold when the base material is semi-cured, the method of grooving using a grooving machine (cutter) after the base material is cured, etc. are known (see, for example, Patent Document 1). Has been done. Further, a metal joint rod (for example, brass) is embedded in a base material, and the base material is scraped to expose the joint (joint rod).

特開2012−184549号公報Japanese Unexamined Patent Publication No. 2012-184549

上記の目地棒を引き抜く方法では、目地棒を引き抜きやすい形状にする必要があり、このため、基材の目地の角部が鈍角となり、シャープ(略直角)な溝形状に形成できなかった。また、引き抜く際に力をかけることにより角部が破損しやすかった。 In the above method of pulling out the joint bar, it is necessary to make the joint bar into a shape that is easy to pull out, and therefore, the corner portion of the joint of the base material becomes an obtuse angle, and it is not possible to form a sharp (substantially right angle) groove shape. In addition, the corners were easily damaged by applying force when pulling out.

基材の半硬化時に型を押し付ける方法では、上記と同様に基材の目地の角部が鈍角となるほか、型押しのタイミング判別が難しく、また、型押し時に力を強く加えなければならないため、施工に労力を要していた。 In the method of pressing the mold when the base material is semi-cured, the corners of the joints of the base material become obtuse as described above, it is difficult to determine the timing of embossing, and a strong force must be applied at the time of embossing. , It took a lot of effort to construct.

カッター等を用いて溝切りする方法では、カッターにより下地層を傷つけるおそれがあり、特に、下地層が防水層の場合には適用が困難であった。また、施工機械の取り回しが悪く、狭隘部となるようなところの施工に手間がかかっていた。 The method of grooving with a cutter or the like may damage the base layer by the cutter, and it is particularly difficult to apply the method when the base layer is a waterproof layer. In addition, the construction machine was difficult to handle, and it took time and effort to construct a narrow space.

基材に金属製の目地棒を埋め込んで削り出す方法では、削り出しに大変な労力が必要であった。また、目地を溝形状に形成したい場合には適用できなかった。 The method of embedding a metal joint bar in the base material and shaving it requires a great deal of labor. Moreover, it could not be applied when it was desired to form the joint in a groove shape.

本発明は、かかる課題に鑑みてなされたものであって、その主な目的は、シャープな形状の目地を簡易に形成することにある。 The present invention has been made in view of such a problem, and a main object thereof is to easily form a joint having a sharp shape.

かかる目的を達成するために本発明の目地形成方法は、
下地層の上にモルタルを設けるモルタル設置工程と、
金属から形成された目地埋設材、及び、前記目地埋設材に固定され撥水性を有する目地離型材、のみからなる目地型を、前記目地離型材が前記目地埋設材の上側に位置するように、前記モルタルの上に設ける目地型設置工程と、
前記目地型を前記モルタルに押し付けて前記目地型の高さを調整する調整工程と、
前記目地型を除く前記下地層の上に、少なくとも前記目地離型材の下面よりも高い位置まで、セメント組成物としてのセルフレベリング材を打設するセメント組成物打設工程と、
前記セメント組成物の硬化後、前記目地離型材を除去する目地離型材除去工程と、
を有することを特徴とする。
このような目地形成方法によれば、シャープな形状の目地を簡易に形成することができる。
In order to achieve such an object, the joint forming method of the present invention is used.
The mortar installation process of providing mortar on the base layer and
A joint mold consisting only of a joint embedding material formed of metal and a joint release mold material fixed to the joint embedding material and having water repellency is provided so that the joint release mold material is located above the joint embedding material. The joint type installation process provided on the mortar and
An adjustment step of pressing the joint mold against the mortar to adjust the height of the joint mold, and
A cement composition casting step of placing a self-leveling material as a cement composition on the base layer excluding the joint mold at least to a position higher than the lower surface of the joint release mold material.
After the cement composition is cured, the joint release material removing step of removing the joint release material and the joint release material removal step.
It is characterized by having.
According to such a joint forming method, a joint having a sharp shape can be easily formed.

かかる目地形成方法であって、前記目地型設置工程では、前記目地埋設材上に前記目地離型材が固定された前記目地型を、前記下地層の上に設置してもよい。 In such a joint forming method, in the joint mold installation step, the joint mold in which the joint release mold material is fixed on the joint embedding material may be installed on the base layer.

かかる目地形成方法であって、前記目地型設置工程では、前記下地層の上に前記目地埋設材を設置した後、前記目地埋設材の上に前記目地離型材を設置してもよい。 In such a joint forming method, in the joint mold installation step, the joint embedding material may be installed on the base layer, and then the joint release material may be installed on the joint embedding material.

かかる目地形成方法であって、前記目地離型材に撥水性を付与する撥水性付与工程を有していてもよい。
このような目地形成方法によれば、目地離型材の材料の種類を増やすことができる。
Such a joint forming method may have a water repellency imparting step of imparting water repellency to the joint release type material.
According to such a joint forming method, it is possible to increase the types of materials for the joint release type material.

かかる目地形成方法であって、前記撥水性付与工程は、前記目地離型材を前記目地埋設材の上に設置する前に行われてもよい。 In such a joint forming method, the water repellency imparting step may be performed before the joint release type material is installed on the joint embedding material.

かかる目地形成方法であって、前記撥水性付与工程は、前記目地離型材を前記目地埋設材の上に設置した後に行われてもよい。 In such a joint forming method, the water repellency imparting step may be performed after the joint release type material is installed on the joint embedding material.

かかる目地形成方法であって、前記撥水性付与工程は、前記目地離型材の少なくとも側面に撥水性を付与するものであることが望ましい。 In such a joint forming method, it is desirable that the water repellency imparting step imparts water repellency to at least a side surface of the joint release mold material.

このような目地形成方法によれば、セメント組成物の表面を平坦に形成することができる。 According to such a joint forming method, the surface of the cement composition can be formed flat.

本発明によれば、シャープな形状の目地を簡易に形成することができる。 According to the present invention, a joint having a sharp shape can be easily formed.

本実施形態における目地形成方法の実施の様子を示す図である。It is a figure which shows the state of the implementation of the joint formation method in this embodiment. 図2A〜図2Dは、本実施形態の目地形成方法を説明するための概略断面図である。2A to 2D are schematic cross-sectional views for explaining the joint forming method of the present embodiment. 比較例と本実施形態による目地部分の形状の違いを説明するための概念図である。It is a conceptual diagram for demonstrating the difference in the shape of the joint part between a comparative example and this embodiment.

===実施形態===
<目地形成方法について>
以下、図面を参照しつつ、本実施形態の目地形成方法について説明する。
=== Embodiment ===
<About joint formation method>
Hereinafter, the joint forming method of the present embodiment will be described with reference to the drawings.

図1は、本実施形態における目地形成方法の実施の様子を示す図であり、図2A〜図2Dは、本実施形態の目地形成方法を説明するための概略断面図である。 FIG. 1 is a diagram showing a state of implementation of the joint forming method in the present embodiment, and FIGS. 2A to 2D are schematic cross-sectional views for explaining the joint forming method of the present embodiment.

まず、型枠2の内部にコンクリートなどで下地層1を形成し、図2Aに示すように、下地層1の上にモルタル3を用いて目地棒10(目地型に相当)を立設する(目地型設置工程に相当)。目地棒10は、真鍮で形成された埋設層11(目地埋設材に相当)と発砲ポリエチレンで形成された増厚層12(目地離型材に相当)を有しており、埋設層11と増厚層12とは両面テープなどで固定されている。この目地棒10を、増厚層12が埋設層11の上側に位置するように、且つ、増厚層12の上面が仕上げレベル(例えば型枠2の上端)となるように、下地層1のモルタル3に押し付ける。このように本実施形態では、下地層1の上にモルタル3を用いて目地棒10を立設しているので、下地層1の表面が平坦でない場合でも、目地棒10の高さ(上面)を仕上げレベルに合わせることができる。つまり、図2Aのように下地層1の表面に凹凸があっても、容易に目地棒10の高さを揃えることができる。なお、前述したように、本実施形態の目地棒10は、埋設層11と増厚層12とが予め固定されていたが、これには限らず、例えば、埋設層11を下地層1の上に立設した後、埋設層11の上に増厚層12を設けて目地棒10を形成してもよい。 First, a base layer 1 is formed inside the formwork 2 with concrete or the like, and as shown in FIG. 2A, a joint bar 10 (corresponding to a joint mold) is erected on the base layer 1 using a mortar 3 (corresponding to a joint mold). Equivalent to the joint type installation process). The joint bar 10 has a buried layer 11 made of brass (corresponding to a joint buried material) and a thickening layer 12 made of foamed polyethylene (corresponding to a joint release type material), and is thickened with the buried layer 11. The layer 12 is fixed with double-sided tape or the like. The joint bar 10 is placed on the base layer 1 so that the thickening layer 12 is located above the buried layer 11 and the upper surface of the thickening layer 12 is at the finishing level (for example, the upper end of the formwork 2). Press against mortar 3. As described above, in the present embodiment, since the joint bar 10 is erected on the base layer 1 using the mortar 3, the height (upper surface) of the joint bar 10 even when the surface of the base layer 1 is not flat. Can be adjusted to the finishing level. That is, even if the surface of the base layer 1 is uneven as shown in FIG. 2A, the heights of the joint bars 10 can be easily aligned. As described above, in the joint bar 10 of the present embodiment, the buried layer 11 and the thickening layer 12 are fixed in advance, but the present invention is not limited to this, and for example, the buried layer 11 is placed on the base layer 1. After standing in, a thickening layer 12 may be provided on the buried layer 11 to form a joint bar 10.

次に、増厚層12に撥水剤を塗布して、増厚層12の少なくとも側面に撥水性を付与する(撥水性付与工程に相当)。本実施形態では、水との接触角が90度よりも大きいシリコン系の撥水剤を、刷毛を用いて増厚層12の上面及び側面に塗布している。なお、撥水剤は、シリコン系のものには限らず、他の撥水剤(例えば、フッ素系の撥水剤)を用いてもよい。また、本実施形態では下地層1に目地棒10を立設した後、増厚層12に撥水剤を塗布しているが、これには限られない。例えば、撥水剤を予め塗布した(撥水性が付与された)増厚層12を、埋設層11の上に固定して目地棒10を形成しておき、当該目地棒10を下地層1の上に立設するようにしてもよい。 Next, a water repellent agent is applied to the thickening layer 12 to impart water repellency to at least the side surfaces of the thickening layer 12 (corresponding to the water repellency imparting step). In the present embodiment, a silicon-based water repellent having a contact angle with water of more than 90 degrees is applied to the upper surface and the side surface of the thickening layer 12 using a brush. The water repellent is not limited to silicon-based ones, and other water-repellent agents (for example, fluorine-based water repellents) may be used. Further, in the present embodiment, the joint bar 10 is erected on the base layer 1, and then the water repellent is applied to the thickening layer 12, but the present invention is not limited to this. For example, the thickening layer 12 to which the water repellent agent is applied in advance (water repellency is imparted) is fixed on the buried layer 11 to form the joint bar 10, and the joint bar 10 is used as the base layer 1. It may be erected on top.

目地棒10を設置した後、目地棒10を除く下地層1の上に、セメント系組成物の一例としてセルフレべリング材20sを仕上げレベルの位置まで打設し(セメント組成物打設工程)、図2Bに示すように、基材20(セメント系材料層)を成形する。 After the joint bar 10 is installed, the self-leveling material 20s is placed on the base layer 1 excluding the joint bar 10 to the finishing level position as an example of the cement-based composition (cement composition placing step). As shown in FIG. 2B, the base material 20 (cement-based material layer) is molded.

ここで、セルフレべリング材20sとは、自己流動性を有し、平坦、平滑な面を鏝押え無しで仕上げることができる材料である。セルフレベリング材20sとしては、フロー値が200〜300mmのものが好ましく、特に200〜250mmのものが好ましい。このセルフレベリング材20sのフロー値は、日本建築学会規格JASS15M−103「セルフレベリング材の品質基準」に記載されている方法により測定した値を意味する。本実施形態のセルフレベリング材20sは、セメント系セルフレベリング材であり、セメント(ポルトランドセメント、アルミナセメント、アーウィン系セメント等)、砂(フライアッシュ、川砂、海砂、珪砂、石灰石等)、そして水を主成分とし、これに任意に、流動化剤(ナフタリン酸系、メラミンスルホン酸系、ポリカルボン酸系、アミノスルホン酸系、リグニンスルホン酸系、カゼイン類等)、硫酸塩(硫酸カリウム、硫酸ナトリウム、硫酸アルミニウム等)、リン酸塩(縮合リン酸塩等)、増粘剤(ポリアクリル酸、ヒドロキシエチルセルロース、メチルセルロース等)、消泡剤( シリコン系、非イオン系界面活性剤等) などを配合したものである。セルフレベリング材20sのフロー値は、主として水の含有量を変えることにより調整することができるが、水以外の各種の成分の種類、性状(例えば、砂の粒度、形状等)、あるいは配合量などを変えることによっても調整可能である。セルフレベリング材20sは、一般に、水以外の成分を配合したプレミックスの状態で販売、供給されており、使用する際に所望のフロー値を得るために必要な水を添加配合する。 Here, the self-leveling material 20s is a material that has self-fluidity and can finish a flat and smooth surface without pressing. The self-leveling material 20s preferably has a flow value of 200 to 300 mm, and particularly preferably 200 to 250 mm. The flow value of the self-leveling material 20s means a value measured by the method described in the Architectural Institute of Japan standard JASS15M-103 "Quality standard of self-leveling material". The self-leveling material 20s of the present embodiment is a cement-based self-leveling material, which is cement (Portland cement, alumina cement, Irwin cement, etc.), sand (fly ash, river sand, sea sand, silica sand, limestone, etc.), and water. As the main component, fluidizing agents (naphthalic acid type, melamine sulfonic acid type, polycarboxylic acid type, aminosulfonic acid type, lignin sulfonic acid type, caseins, etc.), sulfates (potassium sulfate, sulfuric acid, etc.) Sodium, aluminum sulfate, etc.), phosphate (condensed phosphate, etc.), thickener (polyacrylic acid, hydroxyethyl cellulose, methyl cellulose, etc.), defoaming agent (silicon-based, nonionic surfactant, etc.), etc. It is a combination. The flow value of the self-leveling material 20s can be adjusted mainly by changing the water content, but the type, properties (for example, sand particle size, shape, etc.) or blending amount of various components other than water, etc. It can also be adjusted by changing. The self-leveling material 20s is generally sold and supplied in a premixed state containing components other than water, and water necessary for obtaining a desired flow value at the time of use is added and blended.

セルフレべリング材20sが硬化した後(基材20成形後)、図2Cに示すように増厚層12を除去する。これにより、基材20にはシャープな溝形状の目地22が形成される。本実施形態では、増厚層12の厚さを調整することにより、目地22の溝の深さを容易に変えることができ、また、増厚層12を除去する際に基材20の角部の破損を防止することができる。 After the self-leveling material 20s is cured (after molding the base material 20), the thickening layer 12 is removed as shown in FIG. 2C. As a result, a sharp groove-shaped joint 22 is formed on the base material 20. In the present embodiment, the depth of the groove of the joint 22 can be easily changed by adjusting the thickness of the thickening layer 12, and the corner portion of the base material 20 is removed when the thickening layer 12 is removed. Can be prevented from being damaged.

その後、図2Dに示すように基材20の表面を塗装して塗装層30を形成する。 Then, as shown in FIG. 2D, the surface of the base material 20 is painted to form the coating layer 30.

図3は、比較例と本実施形態による目地部分の形状の違いを説明するための概念図である。図3の左側は比較例であり、右側は本実施形態である。 FIG. 3 is a conceptual diagram for explaining the difference in the shape of the joint portion between the comparative example and the present embodiment. The left side of FIG. 3 is a comparative example, and the right side is the present embodiment.

ここでは、比較例として、親水性の増厚層12´を埋設層11の上に設けている。この場合、セルフレべリング材20sを打設すると、表面張力によって増厚層12´の周りの基材20表面は図のような凹形状となる。よって、増厚層12´を除去すると、目地22の周りの基材20が隆起した形状となり、意匠性が悪い。 Here, as a comparative example, a hydrophilic thickening layer 12'is provided on the buried layer 11. In this case, when the self-leveling material 20s is cast, the surface of the base material 20 around the thickening layer 12'becomes concave as shown in the figure due to surface tension. Therefore, when the thickening layer 12'is removed, the base material 20 around the joint 22 has a raised shape, resulting in poor design.

これに対し、本実施形態の増厚層12は、撥水性を有しているので、セルフレべリング材20sを打設した際に濡れにくく、基材20の表面が平坦になりやすい。これにより、増厚層12を除去すると、図に示すように、平坦な基材20にシャープな溝形状の目地22が形成される。 On the other hand, since the thickening layer 12 of the present embodiment has water repellency, it is difficult to get wet when the self-leveling material 20s is cast, and the surface of the base material 20 tends to be flat. As a result, when the thickening layer 12 is removed, a sharp groove-shaped joint 22 is formed on the flat base material 20 as shown in the figure.

なお、セメント系組成物の基材に対して目地を形成する方法としては、型枠に目地棒を埋めておき、硬化後に引き抜く方法、基材の半硬化時に型を押し付ける方法、カッター等を用いて溝切りする方法、基材に金属製の目地棒を埋め込んで削り出す方法などが知られているが、これらの方法では、シャープな目地が形成できなかったり、基材の角部が破損したり、施工に過大な労力が必要であったりするなどの問題があった。これに対し、本実施形態では、上述したようにシャープな溝形状の目地を簡易に形成することができる。 As a method of forming joints on the base material of the cement-based composition, a method of burying a joint rod in a mold and pulling it out after curing, a method of pressing the mold when the base material is semi-cured, a cutter or the like is used. There are known methods such as grooving and shaving by embedding a metal joint bar in the base material, but these methods cannot form sharp joints or damage the corners of the base material. There were also problems such as excessive labor required for construction. On the other hand, in the present embodiment, as described above, a sharp groove-shaped joint can be easily formed.

以上説明したように、本実施形態の目地形成方法は、埋設層11と、撥水性を有する増厚層12と、を備える目地棒10を、増厚層12が埋設層11の上側に位置するように、下地層1の上に立設する工程(目地型設置工程)と、目地棒10を除く下地層1の上に、仕上げレベルの位置(増厚層12の上面)まで、セルフレべリング材20sを打設する工程(セメント組成物打設工程)と、セルフレべリング材20sの硬化後、増厚層12を除去する工程(目地離型材除去工程)と、を有している。これにより、本実施形態では基材20を平坦にでき、また、シャープな溝形状の目地22を簡易に形成することができる。 As described above, in the joint forming method of the present embodiment, the joint bar 10 including the buried layer 11 and the water-repellent thickening layer 12 is provided, and the thickening layer 12 is located above the buried layer 11. As described above, the step of standing on the base layer 1 (joint type installation step) and the self-leveling on the base layer 1 excluding the joint bar 10 up to the position of the finishing level (upper surface of the thickening layer 12). It has a step of placing the material 20s (a step of placing a cement composition) and a step of removing the thickening layer 12 after the self-leveling material 20s is cured (a step of removing the joint release type material). Thereby, in the present embodiment, the base material 20 can be flattened, and the joint 22 having a sharp groove shape can be easily formed.

===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。
=== About other embodiments ===
The above embodiment is for facilitating the understanding of the present invention, and is not for limiting the interpretation of the present invention. It goes without saying that the present invention can be modified and improved without departing from the spirit thereof, and the present invention includes an equivalent thereof. In particular, even the embodiments described below are included in the present invention.

前述の実施形態では、下地層1はコンクリート層であったが、これには限らない。例えば、防水層などであってもよい。 In the above-described embodiment, the base layer 1 is a concrete layer, but the present invention is not limited to this. For example, it may be a waterproof layer.

また、前述の実施形態では、埋設層11の材料として真鍮を用いていたが、これには限らず、他の金属(例えばステンレス)を用いてもよいし、あるいは、金属以外の材料(例えばプラスチック)を用いてもよい。 Further, in the above-described embodiment, brass is used as the material of the buried layer 11, but the present invention is not limited to this, and other metals (for example, stainless steel) may be used, or materials other than metal (for example, plastic) may be used. ) May be used.

また、前述の実施形態では、増厚層12の材料として発砲ポリエチレンを用いていたが、これには限らず、他の材料を用いてもよい。例えば、材料自体が撥水性を有するフッ素樹脂材で増厚層12を形成し、両面テープなどで埋設層11上に固定させてもよい。この場合、撥水剤を塗布する作業が不要になり、施工をより簡易に行うことができる。一方、前述の実施形態のように撥水剤を塗布するようにすると、材料自体が撥水性を有していなくてもよく、増厚層12の材料の種類を増やすことができる。
また、前述の実施形態では、増厚層12の上面と側面に撥水剤を塗布していたが、少なくとも側面が撥水性を有していればよい。すなわち、上面には撥水剤を塗布しなくてもよい。
Further, in the above-described embodiment, foamed polyethylene is used as the material of the thickening layer 12, but the present invention is not limited to this, and other materials may be used. For example, the thickening layer 12 may be formed of a fluororesin material whose material itself has water repellency, and may be fixed on the embedded layer 11 with double-sided tape or the like. In this case, the work of applying the water repellent agent becomes unnecessary, and the construction can be performed more easily. On the other hand, if the water repellent agent is applied as in the above-described embodiment, the material itself does not have to have water repellency, and the types of the material of the thickening layer 12 can be increased.
Further, in the above-described embodiment, the water repellent agent is applied to the upper surface and the side surface of the thickening layer 12, but it is sufficient that at least the side surface has water repellency. That is, it is not necessary to apply a water repellent agent to the upper surface.

また、前述の実施形態では、基材20の材料としてセルフレべリング材20sを用いていたが、これには限らず、他のセメント系組成物を用いてもよい。例えばモルタルを用いてもよい。ただし、この場合、モルタル打設後に鏝などで押さえて均すことが必要である。 Further, in the above-described embodiment, the self-leveling material 20s is used as the material of the base material 20, but the present invention is not limited to this, and other cement-based compositions may be used. For example, mortar may be used. However, in this case, it is necessary to press and level with a trowel or the like after placing the mortar.

また、前述の実施形態では、基材20の表面を塗装して塗装層30を形成していたが、塗装しなくてもよい(塗装層30を設けなくてもよい)。また、基材20の材料として着色顔料入りセメント系組成物を使用することで、塗装を省略してもよい。 Further, in the above-described embodiment, the surface of the base material 20 is painted to form the coating layer 30, but it is not necessary to paint (the coating layer 30 may not be provided). Further, by using a cement-based composition containing a coloring pigment as the material of the base material 20, painting may be omitted.

また、前述の実施形態ではモルタル3により目地棒10を下地層1の上に固定していたがこれには限らない。例えば、接着剤や金具を用いて固定してもよい。なお、モルタル3を用いると、前述したように、下地層1の表面が平坦でない場合に、目地棒10の高さ(増厚層12の上面の位置)の調整をしやすい。 Further, in the above-described embodiment, the joint bar 10 is fixed on the base layer 1 by the mortar 3, but the present invention is not limited to this. For example, it may be fixed using an adhesive or metal fittings. When the mortar 3 is used, as described above, when the surface of the base layer 1 is not flat, the height of the joint bar 10 (the position of the upper surface of the thickening layer 12) can be easily adjusted.

また、前述の実施形態では、増厚層12の上面を仕上げレベルに合わせて、増厚層12の上面の位置までセルフレべリング材20sを打設していたが、これには限らず、少なくとも増厚層12の下面よりも高い位置までセルフレべリング材20sを打設していればよい。例えば、増厚層12の上面を仕上げレベルよりも高くし(厚さを厚くし)、仕上げレベルまでセルフレべリング材20sを打設してもよい。この場合においても、増厚層12の側面が撥水性を有していれば、基材20の表面は平坦になり、増厚層12を除去すると前述の実施形態と同様の溝形状の目地22が形成される。 Further, in the above-described embodiment, the self-leveling material 20s is cast up to the position of the upper surface of the thickening layer 12 in accordance with the finishing level of the upper surface of the thickening layer 12, but the present invention is not limited to this, and at least The self-leveling material 20s may be placed at a position higher than the lower surface of the thickening layer 12. For example, the upper surface of the thickening layer 12 may be made higher than the finishing level (thickness is increased), and the self-leveling material 20s may be cast up to the finishing level. Even in this case, if the side surface of the thickening layer 12 has water repellency, the surface of the base material 20 becomes flat, and when the thickening layer 12 is removed, the groove-shaped joint 22 similar to the above-described embodiment is used. Is formed.

1 下地層
2 型枠
3 モルタル
10 目地棒(目地型)
11 埋設層(目地埋設材)
12 増厚層(目地離型材)
20 基材
22 目地
20s セルフレべリング材
30 塗装層
1 Base layer 2 Formwork 3 Mortar 10 Joint bar (joint type)
11 Buried layer (joint burial material)
12 Thickening layer (joint release type material)
20 Base material 22 Joint 20s Self-leveling material 30 Coating layer

Claims (7)

下地層の上にモルタルを設けるモルタル設置工程と、
金属から形成された目地埋設材、及び、前記目地埋設材に固定され撥水性を有する目地離型材、のみからなる目地型を、前記目地離型材が前記目地埋設材の上側に位置するように、前記モルタルの上に設ける目地型設置工程と、
前記目地型を前記モルタルに押し付けて前記目地型の高さを調整する調整工程と、
前記目地型を除く前記下地層の上に、少なくとも前記目地離型材の下面よりも高い位置まで、セメント組成物としてのセルフレベリング材を打設するセメント組成物打設工程と、
前記セメント組成物の硬化後、前記目地離型材を除去する目地離型材除去工程と、
を有することを特徴とする目地形成方法。
The mortar installation process of providing mortar on the base layer and
A joint mold consisting only of a joint embedding material formed of metal and a joint release mold material fixed to the joint embedding material and having water repellency is provided so that the joint release mold material is located above the joint embedding material. The joint type installation process provided on the mortar and
An adjustment step of pressing the joint mold against the mortar to adjust the height of the joint mold, and
A cement composition casting step of placing a self-leveling material as a cement composition on the base layer excluding the joint mold at least to a position higher than the lower surface of the joint release mold material.
After the cement composition is cured, the joint release material removing step of removing the joint release material and the joint release material removal step.
A joint forming method characterized by having.
請求項1に記載の目地形成方法であって、
前記目地型設置工程では、前記目地埋設材上に前記目地離型材が固定された前記目地型を、前記下地層の上に設置する
ことを特徴とする目地形成方法。
The joint forming method according to claim 1.
In the joint mold installation step, a joint forming method characterized in that the joint mold in which the joint release mold material is fixed on the joint embedding material is installed on the base layer.
請求項1に記載の目地形成方法であって、
前記目地型設置工程では、前記下地層の上に前記目地埋設材を設置した後、前記目地埋設材の上に前記目地離型材を設置する
ことを特徴とする目地形成方法。
The joint forming method according to claim 1.
The joint mold installation step is a method for forming a joint, which comprises installing the joint burying material on the base layer and then installing the joint releasing material on the joint burying material.
請求項1乃至請求項3の何れかに記載の目地形成方法であって、
前記目地離型材に撥水性を付与する撥水性付与工程を有する
ことを特徴とする目地形成方法。
The joint forming method according to any one of claims 1 to 3.
A joint forming method comprising a water repellency imparting step of imparting water repellency to the joint release type material.
請求項4に記載の目地形成方法であって、
前記撥水性付与工程は、前記目地離型材を前記目地埋設材の上に設置する前に行われることを特徴とする目地形成方法。
The joint forming method according to claim 4.
The joint forming method, characterized in that the water repellency imparting step is performed before the joint release type material is installed on the joint burying material.
請求項4に記載の目地形成方法であって、
前記撥水性付与工程は、前記目地離型材を前記目地埋設材の上に設置した後に行われることを特徴とする目地形成方法。
The joint forming method according to claim 4.
The joint forming method, characterized in that the water repellency imparting step is performed after the joint release type material is installed on the joint burying material.
請求項4乃至請求6の何れかに記載の目地形成方法であって、
前記撥水性付与工程は、前記目地離型材の少なくとも側面に撥水性を付与するものである
ことを特徴とする目地形成方法。
The joint forming method according to any one of claims 4 to 6.
The joint forming method is characterized in that the water repellency imparting step imparts water repellency to at least a side surface of the joint release type material.
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JPS60219305A (en) * 1984-04-16 1985-11-02 白水興産株式会社 Construction of concrete layer
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