JP7246711B2 - Method of installing metal fittings - Google Patents

Method of installing metal fittings Download PDF

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JP7246711B2
JP7246711B2 JP2019087313A JP2019087313A JP7246711B2 JP 7246711 B2 JP7246711 B2 JP 7246711B2 JP 2019087313 A JP2019087313 A JP 2019087313A JP 2019087313 A JP2019087313 A JP 2019087313A JP 7246711 B2 JP7246711 B2 JP 7246711B2
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泰規 神谷
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三基工業株式会社
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Description

本発明は、建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部に立設される止水パネル(止水扉、遮水板)用の敷き金物の取付け工法に関する。 The present invention relates to a construction method for installing metal fittings for a water stop panel (water stop door, water shield plate) erected at the entrance of any of buildings, structures, structures, or at the opening of any water channel or tunnel. Regarding.

止水パネルは、人の往来、物の取扱い等における出入口、又は水、海水の流れ、物流の流れ等の開口部に取付けられる。この取付け方法として、開口部に立設した対の方立て間に設けた敷き金物に、止水パネルの下面の水密ゴムを圧着する方法である。従って、敷き金物は、必要不可欠であり、かつ開口部の床面に水平に施工されている。 Water stop panels are installed at entrances and exits for the traffic of people, handling of goods, etc., or openings for the flow of water, seawater, physical distribution, and the like. As this mounting method, the watertight rubber on the lower surface of the water cutoff panel is crimped to the metal fitting provided between the pair of mullions erected in the opening. Therefore, the flooring metal is indispensable and is installed horizontally on the floor of the opening.

そして、止水パネルは、方立てに設けた溝に、差し込み支持する差し込み式(持上げ落し込み式)とか、簡易な取付け方式として、方立ての水圧側より差し込み支持する差し込み式(差し込み式)が挙げられる。 The water cutoff panel can be inserted into the groove provided in the mullion and supported by an insertion type (lifting and dropping type), or as a simple mounting method, an insertion type (insertion type) that is supported by inserting from the water pressure side of the mullion. mentioned.

そして、この敷き金物を、施工する方法として、図6-1~図6-4に示した方法がある。 As a method of constructing this metal fitting, there is a method shown in FIGS. 6-1 to 6-4.

具体的には、後述するが、図6-1のように、建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部の床面は、少なくとも、5~25mmの厚さを備えた床面(舗装面)であり、図6-2のように、前記床面は、タイル、石割り、又はコンクリートでなる舗装であることで、例えば、この舗装を、カッター等で切断して剥がし、その下面(下側)のコンクリートを、上面の床面(例えば、コンクリート)を斫り、深い凹部を構築する。続いて、図6-3のように、深い凹部に、例えば、打込みアンカー、及び/又は、アンカー丸鋼等の取付け具を立設しながら、敷き金物を取付ける。そして、図6-4のように、深い凹部の空間に、モルタル充填とタイル貼り等の仕上げを施し、養生期間として、2~3日を目安として注意と告知をする(実行する必要がある)。 Specifically, as will be described later, as shown in Figure 6-1, the floor surface of any entrance of a building, structure, structure, or any opening of a waterway or tunnel should be at least 5 to 25 mm. It is a floor surface (paved surface) having a thickness, and as shown in FIG. Then, the concrete on the lower surface (lower side) and the floor surface (for example, concrete) on the upper surface are scraped off to construct a deep recess. Subsequently, as shown in FIG. 6-3, the laying metal is attached while setting fixtures such as drive anchors and/or anchor round bars in the deep recesses. Then, as shown in Fig. 6-4, the deep recessed space is filled with mortar and finished with tiles, etc., and warnings and notices are given (necessary to implement), with a curing period of 2 to 3 days as a guideline. .

このような方法では、カッター加工時の粉塵、騒音等の問題があり、改良点であることと、併せて、作業環境改善が要望される。一方で、養生期間が長いため、その短縮が強く要望されているのが現況である。 In such a method, there are problems such as dust and noise at the time of cutting, and it is desired to improve the working environment as well as to improve. On the other hand, since the curing period is long, there is currently a strong demand for shortening the period.

また、止水板の施工法として、床面が平坦であるか否かが、重要な要素であり、平坦でない場合のレール設置とか、もろもろの各作業がある。故に、専門業者とか、作業人数の確保と、この施工期間、及び/又は、養生期間の決定等に要する時間軸の設定の確保が厳格化される。 In addition, whether or not the floor surface is flat is an important factor in the construction method of the water stop plate. Therefore, it is necessary to secure the number of workers, such as specialists, and to set the time axis required for determining the construction period and/or the curing period.

これらの施工の改良として、調査した結果では特開平8-311827号公報において、舗装面に凹部を刻設し、この凹部に識別表示部を形成した工法が示されている。 As an improvement of these construction methods, Japanese Unexamined Patent Application Publication No. 8-311827 discloses a construction method in which recesses are carved into the pavement surface and an identification display portion is formed in the recesses.

この文献(1)は、従来の、カッター施工と、養生期間を備えた施工であり、前述と同じような粉塵、騒音等の問題があり、好ましいとは考えられない。
特開平8-311827号公報
This document (1) is a conventional construction that includes a cutter construction and a curing period, and has the same problems as described above such as dust and noise, and is not considered preferable.
JP-A-8-311827

上記に鑑み、本発明は、床面(舗装)の切削による粉塵の発生を少なくし、かつ、望ましくは、この舗装の表面より、切削作業で2~20mmの深さの溝とし、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる。そして、養生期間を、望ましくは略0に近くするために、溝を切削作業で施工した後、この溝に、接着剤、又は固定手段を施し、ここに敷き金物を敷設する、極めて、有益な構成を提供できる。 In view of the above, the present invention reduces the generation of dust by cutting the floor surface (pavement), and desirably, the groove is 2 to 20 mm deep from the surface of the pavement by cutting work, and the groove is , 30-60 mm, and the groove has a horizontal base. Then, in order to make the curing period desirably close to 0, after constructing the groove by cutting work, adhesive or fixing means is applied to this groove, and a laying metal is laid here. Can provide configuration.

本発明は、床面(舗装)の切削による粉塵の発生を少なく、かつ、望ましくは、この舗装の表面より、切削作業で2~20mmの深さの溝とし、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる。また、養生期間を、望ましくは略0に近くするために、溝を切削作業で施工した後、この溝に、接着剤、又は固定手段を施し、ここに敷き金物を敷設する、極めて、有益な構成の提供であって、具体的には、請求項1-で開示する発明である。 The present invention reduces the generation of dust due to cutting of the floor surface (pavement), and desirably, from the surface of the pavement, the groove is 2 to 20 mm deep by cutting work, and the groove is 30 to 60 mm. Having the width of the surface, the groove has a horizontal bottom surface. In addition, in order to make the curing period desirably close to 0, it is extremely beneficial to apply an adhesive or a fixing means to the groove after constructing the groove by cutting work, and lay a floor metal here. It is the provision of the configuration, specifically, the invention disclosed in claims 1-4 .

建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部は、5~25mmの厚さを備えた床面を備え前記出入口、又は前記開口部の前記床面には、対の方立て、及び前記対の方立て間に、敷き金物を付設するとともに、止水板の下面に取付けた水密ゴムとの密着性を確保する前記敷き金物の取付け工法であって、
前記床面は、タイル、石割り、又はコンクリートでなる舗装を備え、
前記床面は前記舗装の表面より、2~20mmの深さ、及び30~60mmの表面の幅を備えた溝を、切削作業で施工し
前記溝の底面は水平底面とし、
前記溝に接着剤、又は固定手段を施し、前記接着剤、又は前記固定手段の上に前記敷き金物を敷設し、
た構成とした敷き金物の取付け工法。
The doorway of any building, structure, or structure, or the opening of any waterway or tunnel, has a floor surface with a thickness of 5 to 25 mm , and the doorway or the floor surface of the opening is is a method of attaching a metal fitting to a pair of mullions and between the pair of mullions, and to ensure close contact with the watertight rubber attached to the lower surface of the water stop plate,
the floor surface comprises pavement made of tiles, masonry, or concrete;
The floor surface is constructed by cutting a groove having a depth of 2 to 20 mm and a width of 30 to 60 mm from the surface of the pavement ,
The bottom surface of the groove is a horizontal bottom surface,
applying an adhesive or fixing means to the groove, laying the flooring metal on the adhesive or the fixing means ;
Installation method for metal fittings with a configuration .

従って、請求項1では、床面(舗装)の切削による粉塵の発生を少なくし、かつ、望ましくは、この舗装の表面より、切削作業で2~20mmの深さの溝とし、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる。また、養生期間を、望ましくは略0に近くするために、溝を切削作業で施工した後、この溝に、接着剤、又は固定手段を施し、ここに敷き金物を敷設する、極めて、有益な構成の提供である。 Therefore, in claim 1, the generation of dust due to cutting of the floor surface (pavement) is reduced, and preferably, the groove is formed to a depth of 2 to 20 mm from the surface of the pavement by cutting work, and the groove is It has a surface width of 30-60 mm and the groove has a horizontal base. In addition, in order to make the curing period desirably close to 0, it is extremely beneficial to apply an adhesive or a fixing means to the groove after constructing the groove by cutting work, and lay a floor metal here. It is the provision of configuration.

請求項2の発明は、請求項1に記載の溝は、切削砥石機械、研削砥石機械の機械と、手動工具との組み合わせを利用し、効率的な施工が可能な構成とした敷き金物の取付け工法とする。 According to the invention of claim 2, the groove of claim 1 uses a combination of a cutting whetstone machine, a grinding whetstone machine , and a manual tool to enable efficient construction. construction method.

従って、請求項2では、請求項1の目的達成と、最適な切削作業の提供を意図している。 Therefore, claim 2 intends to achieve the object of claim 1 and to provide optimum cutting work.

請求項の発明では、請求項1に記載の敷き金物は、前記溝に形成した前記水平底面に、取付け可能な構成とした敷き金物の取付け工法とする。 According to the invention of claim 3 , the metal flooring metal according to claim 1 is a mounting method of the metal flooring which is configured to be attachable to the horizontal bottom surface formed in the groove .

従って、請求項では、請求項1の目的達成と、敷き金物を水平に取付けるための水平底面を備えた溝の構造を意図している。 Therefore, claim 3 intends to achieve the object of claim 1 and the structure of the groove with a horizontal bottom surface for horizontally mounting the flooring metal.

請求項の発明は、請求項2に記載の溝は、両方立ての近辺で、前記方立てに、砥石の切削面が接触可能な第1箇所までを前記機械による前記切削作業とし、未切削の第2箇所は、前記手動工具による前記切削作業とする構成とした敷き金物の取付け工法とする。 According to the invention of claim 4 , in the grooves according to claim 2, the cutting operation is performed by the machine up to the first place where the cutting surface of the grindstone can contact the mullion in the vicinity of the mullion, and the groove is not cut. The second part of is a method of installing a flooring metal that is configured to perform the cutting work with the manual tool .

従って、請求項では、請求項1の目的達成と、切削作業の切削砥石機械となる各種機械と、手動工具との組み合わせを利用し、効率的な施工が可能となる。 Therefore, according to claim 4 , the object of claim 1 can be achieved, and by using a combination of various machines that serve as cutting grindstone machines for cutting work and manual tools, efficient construction can be achieved.

本発明の第1実施例を示した建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部で、開口部には、原則として、5~25mmの厚さを備えた床面を備えている一例の俯瞰図A building, structure, any doorway of a construction, or any opening of a waterway or tunnel, which shows the first embodiment of the present invention, and the opening has a thickness of 5 to 25 mm in principle. An overhead view of an example with a flat floor 図1の例において、床面に、切削作業で2~20mmの深さの溝を形成し、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる形態の一例の俯瞰図であり、方立ての一方側からの、切削機械(例えば、切削砥石機械)の作業開始時であるIn the example of FIG. 1, grooves with a depth of 2 to 20 mm are formed in the floor surface by a cutting operation, the grooves have a surface width of 30 to 60 mm, and the grooves are of the form with a horizontal bottom surface. 1 is an example overhead view, from one side of a mullion, at the start of operation of a cutting machine (e.g., a cutting wheel machine); 図1の例において、床面に、切削作業で2~20mmの深さの溝を形成し、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる形態の一例の俯瞰図であり、方立ての他方側における、切削機械の作業終了時であるIn the example of FIG. 1, grooves with a depth of 2 to 20 mm are formed in the floor surface by a cutting operation, the grooves have a surface width of 30 to 60 mm, and the grooves are of the form with a horizontal bottom surface. FIG. 11 is an example overhead view, at the end of work of the cutting machine on the other side of the mulch; 図1の例において、床面に、切削作業で2~20mmの深さの溝を形成し、この溝は、30~60mmの表面の幅を有し、かつ溝は、水平底面となる形態の一例の俯瞰図であり、方立て間において溝が、切削機械で形成された(施工された)状態の俯瞰図In the example of FIG. 1, grooves with a depth of 2 to 20 mm are formed in the floor surface by a cutting operation, the grooves have a surface width of 30 to 60 mm, and the grooves are of the form with a horizontal bottom surface. An overhead view of an example, showing a state in which grooves are formed (constructed) between mullions by a cutting machine. 図1の例においてタイル、石張り、コンクリート打ち放し等の状態であって、5~25mmの厚さを備えた床面の端面図An end view of a floor surface with a thickness of 5 to 25 mm in the state of tiles, stone lining, exposed concrete, etc. in the example of FIG. 床面に、図4に示したように、方立て間に、切削作業で2~20mmの深さで、30~60mmの表面の幅を有する溝を構築しつつ、その底部が、水平底面となる形態を示した端面図On the floor, as shown in FIG. 4, between the mullions, grooves with a depth of 2-20 mm and a width of the surface of 30-60 mm are constructed by cutting operations, the bottom of which is aligned with the horizontal base. end view showing the form of 床面の溝に、接着剤、又は固定手段を施し、ここに敷き金物を敷設する施工であり、原則として、養生期間は、0であることを示した端面図An end view showing that adhesive or fixing means is applied to grooves on the floor surface, and metal fittings are laid here, and in principle, the curing period is 0. 従来の、建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部の床面は、少なくとも、例えば、5~25mmの厚さを備えた床面(舗装面)を備える従来の一例を示す端面図The conventional floor surface of any doorway of a building, structure, structure, or any opening of a waterway or tunnel is at least a floor surface (paved surface) having a thickness of, for example, 5 to 25 mm. end view showing a conventional example provided 従来の床面は、タイル、石割り、又はコンクリートでなる舗装であることで、例えば、この舗装を、カッター等で切断して剥がし、その下面(下側)のコンクリートを、上面の床面(例えば、コンクリート)を斫り、深い凹部を構築する一例の床面の端面図The conventional floor surface is a pavement made of tiles, crushed stones, or concrete. An end view of an example floor for scraping (e.g., concrete) to build a deep recess 前記図6-2に示した、従来の深い凹部に、例えば、打込みアンカー、及び/又は、アンカー丸鋼等の取付け具を立設しながら、敷き金物を取付ける従来の一例の床面の端面図An end view of a floor surface of a conventional example in which a floor metal is attached while a fixture such as a drive-in anchor and/or an anchor round bar is erected in the conventional deep recess shown in FIG. 6-2. 従来の深い凹部の空間に、モルタル充填とタイル貼り等の仕上げを施し、養生期間として、2~3日を目安として注意と告知をする状態の従来の一例の床面の端面図An end view of a conventional example of a conventional deep recessed space that is finished with mortar filling and tiling, and where warnings and notices are given as a guideline for a curing period of 2 to 3 days.

以下、本発明の好ましい、各実施例を説明する。 Preferred embodiments of the present invention are described below.

図1~図4において、建物H、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部H1の床面H2は、例えば、タイル、石割り、又はコンクリートでなる舗装とする。そして、図2~図4の如く、床面H2に、方立て2の一方側2aから、方立て20の他方側20aに向かって、切削機械(例えば、切削砥石機械3)で、2~20mmの深さの溝5を形成し、この溝5は、30~60mmの表面の幅50を有し、かつ溝5は、水平底面51となる形態である。尚、切削砥石機械3は、床面Hの表面を切削し、かつ深みのある溝5を作るための最適な刃部(図示しない)を有することと、粉塵防止手段と、水供給手段等を備える。前記切削砥石機械3の代替として、例えば、切削砥機械(チップソーを含む、以下同じ)・研削砥石機械・研磨鑿・切削鑿とか、砥粒研磨機械等も可能であり(各種機械)、いずれにしても、限定されないことと、本発明は、敷き金物の取付け工法に関しており、機械の構造とか、その種類、又は自動か、手動かの限定はないものである。尚、発明の理解の容易化のため、各種機械は、切削砥石機械3として説明するが、限定されない。 In FIGS. 1 to 4, the floor surface H2 of the building H, the structure, the entrance of any of the constructions, or the opening H1 of any of the waterway or tunnel is pavement made of, for example, tiles, masonry, or concrete. do. Then, as shown in FIGS. 2 to 4, from one side 2a of the mullion 2 to the other side 20a of the mullion 20, 2 to 20 mm is cut by a cutting machine (for example, a cutting grindstone machine 3) on the floor surface H2. , the groove 5 has a surface width 50 of 30-60 mm and the groove 5 is shaped to a horizontal bottom surface 51 . The cutting grindstone machine 3 has an optimum cutting edge (not shown) for cutting the surface of the floor H and making deep grooves 5, dust prevention means, water supply means, and the like. Prepare. As an alternative to the cutting wheel machine 3, for example, a cutting wheel machine (including a tipped saw, the same shall apply hereinafter), a grinding wheel machine, a polishing chisel, a cutting chisel, an abrasive polishing machine, etc. (various machines) are possible. However, and not by way of limitation, the present invention relates to the method of installing the flooring hardware, and is not limited to the construction of the machine, its type, or whether it is automatic or manual. In order to facilitate understanding of the invention, various machines will be described as the cutting grindstone machine 3, but are not limited thereto.

そして、図示しないが、方立て2の一方側2aと、方立ての20の他方側20aにおいて、切削砥石機械3の刃物が働かない箇所では、図示しないが、手動切削機械(切削砥機械(チップソーを含む、以下同じ)・研削砥石機械・研磨鑿・切削鑿等の手動利器とする)を利用して、前記溝5を構築する。また、水平底面51に、敷き金物6を接着か、止め螺子で固定し、フラットの状態を確保することで、止水板10の水密ゴム100との密着性と、敷き金物6への止水板10の受け水圧に対する強度部材として機能することと、止水性・止水板10の強度の向上ができる。さらに、敷き金物6が、蓋を備える構造では、蓋を起立し、水密ゴム当たり面とすることで、密着性と、前述の止水板10の受け水圧に対する強度部材として機能すること等の特徴がある。方立て2、20への止水板10の取付けは、落込み式、差込み式の何れでも可能であり、また、ハンドル緊締式、その他のロック式であっても可能であり、必要時に使用する。更に図示しないが、方立て2、20を設置せず、止水板10は、開口部H1に落込み式、差込み式の何れかで取付けることも可能である。 Although not shown, on one side 2a of the mullion 2 and the other side 20a of the mulch 20, a manual cutting machine (cutting and grinding machine (chip saw The groove 5 is constructed using a manual tool such as a grinding wheel machine, a polishing chisel, and a cutting chisel. In addition, by securing a flat state by gluing or fixing the metal fittings 6 to the horizontal bottom surface 51 by fixing screws, the adhesion of the water stop plate 10 to the watertight rubber 100 and the water stop to the metal fittings 6 are improved. It is possible to function as a strength member against the water pressure received by the plate 10 and to improve the strength of the water stop/water stop plate 10 . Furthermore, in a structure in which the floor metal 6 is provided with a lid, the lid is erected and used as a surface for contacting the watertight rubber, so that it functions as a strength member against the water pressure received by the above-mentioned water stop plate 10, etc. There is The water stop plate 10 can be attached to the mullions 2 and 20 by either a drop-in type or an insertion type, or by a handle tightening type or other lock type. . Further, although not shown, it is also possible to install the water stop plate 10 in the opening H1 by either a drop type or an insertion type without installing the mullions 2 and 20. FIG.

そして、図5-1~図5-3において、5~25mmの厚さを備えた床面H2に、図4に示したように、方立て間に、切削作業で2~20mmの深さで、30~60mmの表面の幅50を有する溝5を構築しつつ、その底部が、水平底面51となる形態であって、床面H2の溝5に、接着剤、又は固定手段を施し、ここに敷き金物6を敷設する施工では、原則として、養生期間は、0である。 Then, in FIGS. 5-1 to 5-3, on the floor surface H2 having a thickness of 5 to 25 mm, as shown in FIG. , a groove 5 having a surface width 50 of 30 to 60 mm, the bottom of which is a horizontal bottom surface 51, the groove 5 of the floor surface H2 is applied with an adhesive or a fixing means, and here In the construction of laying the floor metal 6 on the floor, as a rule, the curing period is 0.

尚、切削砥石機械3の刃部の回転切削か、又は連続切削(剥離)作業で、行うことで、溝5の形態変化、及び/又は、寸法変更等は自在であり、重宝することと、各所の開口部H1に対しても自由度があり、有効・有益であって、かつ顧客の要望にも対応できる。そして、後述するが、タイルとコンクリートの組み合わせの床面H2等においても、原則として、一度に、切削・剥離ができる切削砥石機械3の刃部の構造とか、前述した連続切削作業が可能な構造である。 In addition, by rotating cutting of the blade portion of the cutting wheel machine 3 or continuous cutting (peeling) work, the shape change and / or dimension change of the groove 5 can be freely changed, which is useful. There is a degree of freedom for openings H1 in various places, and it is effective and beneficial, and can also meet customer's demands. As will be described later, even on the floor surface H2, etc., which is a combination of tiles and concrete, in principle, the structure of the cutting edge of the cutting wheel machine 3 that can cut and peel at once, or the structure that allows continuous cutting work as described above. is.

併せて、従来例(従来の課題)を示している図6-1~図6-4において、従来の、建物H、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部H1には、5~25mmの厚さを備えた床面H2を備える。そして、図示の如く、従来の床面H2は、タイル、石割り、又はコンクリートでなる舗装であることで、床面H2を、カッター等で切断して剥がし、その下のコンクリートをコンクリート斫りで斫り、深い凹部HH(本発明の図5-1に比し、図6-1の如く深い凹部HH)を構築する。例えば、設置したい金物幅より約5~6cm程度大きくタイルを剥がし、後述するように、床面H2を斫り続ける(例えば、堀り続ける)こととなり、後述するように、例えば、敷き金物のみでは曲りが大きい上に、しかも溶接等(連結、一体化)による歪発生による、例えば、H形状やコの字形状に変化する弊害が考えられる。予想しがたい、例えば、敷き金物だけでは曲りが大きい上に溶接等の固定に歪みが発生し、最悪では、H形状やコの字形状の構造になる。さらに、従来の深い凹部HHに、例えば、打込みアンカー、及び/又は、アンカー丸鋼等の取付け具を立設しながら、敷き金物を取付けるので、深い凹部の空間に、モルタル充填とタイル貼り等の仕上げを施し、養生期間として、2~3日を目安として注意と告知をする必要がある。併せて、敷き金物が複雑でコストがかかることと、掘り込み・埋戻し・タイル仕上工程が必要である等の問題が発生し、例えば、多くの工程が必要なため、工事日数・現場養生も多く必要となる。またその他として、例えば、覆い蓋の固定、後工程が必要であって、コストの上昇とか、溝形状の金物の固定、後工程が必要となり厄介である(従来の課題と云える)。 In addition, in FIGS. 6-1 to 6-4 showing conventional examples (conventional problems), the conventional building H, structure, entrance of any of the structures, or opening of any of the waterway or tunnel Part H1 comprises a floor H2 with a thickness of 5-25 mm. As shown in the figure, since the conventional floor surface H2 is a pavement made of tiles, crushed stones, or concrete, the floor surface H2 is cut and peeled off with a cutter or the like, and the concrete underneath is scraped off. Scrape to construct a deep recess HH (a deep recess HH as shown in FIG. 6-1 compared to FIG. 5-1 of the present invention). For example, peel off a tile that is about 5 to 6 cm wider than the width of the hardware you want to install, and continue to scrape (for example, continue digging) the floor surface H2 as described later. In addition to the large bending, distortion due to welding (connection, integration), etc., may cause an adverse effect such as changing into, for example, an H shape or a U-shape. It is difficult to predict that, for example, if only the laying metal is used, the bending will be large and distortion will occur in fixing such as welding, and in the worst case, the structure will be H-shaped or U-shaped. Furthermore, in the conventional deep concave portion HH, for example, while mounting fixtures such as driving anchors and/or anchor round bars are installed, the metal fittings are attached, so that the space of the deep concave portion can be filled with mortar and tiled. After finishing, it is necessary to give caution and notice about 2 to 3 days as a curing period. At the same time, problems such as the need for digging, backfilling, and tile finishing processes, as well as the complicated and costly laying hardware, occurred. much needed. In addition, for example, the fixing of the cover lid requires a post-process, which increases the cost, and the need for a post-process to fix the groove-shaped hardware is troublesome (this can be said to be a conventional problem).

しかしながら、本発明では、従来の“コンクリート斫りで深い凹部HHを構築し、この深い凹部HHにおいては、設置したい敷き金物幅より約5~6cm程度大きくタイルを剥がし、床面H2を斫り続けることなり、これに起因する、敷き金物のみでは曲りが大きい上に、しかも溶接等による歪発生による、H形状やコの字形状に変化する弊害を回避できる特徴”とか、“工事日数・現場養生もなくなり有益である”、殊に、前述した、“タイル剥がし作業、その後の貼付け等の作業と、職人の手間、及び/又は、招集回避が図れる実益がある”。 However, in the present invention, a deep concave portion HH is constructed by conventional "concrete scraping." In other words, it is a feature that can avoid the harmful effects of changing to an H shape or a U-shape due to distortion caused by welding, etc.," or "Construction days and site curing. In particular, as mentioned above, there is a practical benefit of avoiding the work of removing the tiles, pasting the tiles, etc., and the labor and/or convocation of the craftsmen.

以上で説明した各構造・特徴等は、本発明の好ましい一例の説明である。従って、本発明は上述した各実施例に限定されるものではなく、発明の趣旨の範囲において構成の一部を変更する構造とか、同じ特徴と効果を達成できる構造、等は、本発明の範疇である。 Each structure, feature, and the like described above is a description of a preferred example of the present invention. Therefore, the present invention is not limited to the above-described embodiments, and structures that partially change the configuration, structures that achieve the same features and effects, etc. within the spirit of the invention fall within the scope of the present invention. is.

2 方立て
2a 一方側
20 方立て
20a 他方側
3 切削砥石機械
5 溝
50 幅
51 水平底面
6 敷き金物
10 止水板
100 水密ゴム
H 建物
H1 開口部
H2 床面
HH 深い凹部(本発明の深い凹部の略10倍の深さである)
2 mulch 2a one side 20 mulch 20a the other side 3 grinding wheel machine 5 groove 50 width 51 horizontal bottom surface 6 laying metal 10 water stop plate 100 watertight rubber H building H1 opening H2 floor surface HH deep recess (deep recess of the present invention (approximately 10 times deeper than

Claims (4)

建物、構造物、構築物の何れかの出入口、又は水路、トンネルの何れかの開口部は、5~25mmの厚さを備えた床面を備え前記出入口、又は前記開口部の前記床面には、対の方立て、及び前記対の方立て間に、敷き金物を付設するとともに、止水板の下面に取付けた水密ゴムとの密着性を確保する前記敷き金物の取付け工法であって、
前記床面は、タイル、石割り、又はコンクリートでなる舗装を備え、
前記床面は前記舗装の表面より、2~20mmの深さ、及び30~60mmの表面の幅を備えた溝を、切削作業で施工し
前記溝の底面は水平底面とし、
前記溝に接着剤、又は固定手段を施し、前記接着剤、又は前記固定手段の上に前記敷き金物を敷設し、
た構成とした敷き金物の取付け工法。
The doorway of any building, structure, or structure, or the opening of any waterway or tunnel, has a floor surface with a thickness of 5 to 25 mm , and the doorway or the floor surface of the opening is is a method of attaching a metal fitting to a pair of mullions and between the pair of mullions, and to ensure close contact with the watertight rubber attached to the lower surface of the water stop plate,
the floor surface comprises pavement made of tiles, masonry, or concrete;
The floor surface is constructed by cutting a groove having a depth of 2 to 20 mm and a surface width of 30 to 60 mm from the surface of the pavement ,
The bottom surface of the groove is a horizontal bottom surface,
applying an adhesive or fixing means to the groove, laying the flooring metal on the adhesive or the fixing means ;
Installation method for metal fittings with a configuration .
請求項1に記載の溝は、切削砥石機械、研削砥石機械の機械と、手動工具との組み合わせを利用し、効率的な施工が可能な構成とした請求項1に記載の敷き金物の取付け工法。 The groove according to claim 1 uses a combination of a cutting whetstone machine, a grinding whetstone machine , and a manual tool, and is configured to enable efficient construction. . 請求項1に記載の敷き金物は、前記溝に形成した前記水平底面に、取付け可能な構成とした請求項1に記載の敷き金物の取付け工法。 2. The method for installing a metal lining according to claim 1, wherein the metal lining according to claim 1 is configured to be attachable to the horizontal bottom surface formed in the groove . 請求項2に記載の溝は、両方立ての近辺で、前記方立てに、砥石の切削面が接触可能な第1箇所までを前記機械による前記切削作業とし、未切削の第2箇所は、前記手動工具による前記切削作業とする構成とした請求項に記載の敷き金物の取付け工法。 In the groove according to claim 2, the cutting work is performed by the machine up to the first place where the cutting surface of the grindstone can contact the mullion in the vicinity of the mullion, and the uncut second place is the above-mentioned 3. The method of attaching a floor metal according to claim 2 , wherein said cutting work is performed by a manual tool .
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JP2016223149A (en) 2015-05-29 2016-12-28 三基工業株式会社 Watertight shielding device, or anti-theft device for waterproof door
JP2018084051A (en) 2016-11-22 2018-05-31 大林道路株式会社 Geometric pattern cutting method on pavement surface, capable of varying visibility

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JP2005042389A (en) 2003-07-22 2005-02-17 Daiwa Kogyo Engineering:Kk Waterproofing device of door
JP2008063910A (en) 2006-09-11 2008-03-21 Tokyu Construction Co Ltd Thermal insulation method for detached vibration-isolated building, heat accumulating method for detached vibration-isolated building and construction method for detached vibration-isolated building
JP2016223149A (en) 2015-05-29 2016-12-28 三基工業株式会社 Watertight shielding device, or anti-theft device for waterproof door
JP2018084051A (en) 2016-11-22 2018-05-31 大林道路株式会社 Geometric pattern cutting method on pavement surface, capable of varying visibility

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