JP7416421B2 - Anchor pilot hole forming method and scraping tool used therein - Google Patents

Anchor pilot hole forming method and scraping tool used therein Download PDF

Info

Publication number
JP7416421B2
JP7416421B2 JP2020132891A JP2020132891A JP7416421B2 JP 7416421 B2 JP7416421 B2 JP 7416421B2 JP 2020132891 A JP2020132891 A JP 2020132891A JP 2020132891 A JP2020132891 A JP 2020132891A JP 7416421 B2 JP7416421 B2 JP 7416421B2
Authority
JP
Japan
Prior art keywords
main body
waterproof layer
scraping
waterproof
tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2020132891A
Other languages
Japanese (ja)
Other versions
JP2022029561A (en
Inventor
裕正 野元
裕之 大西
宏 中島
治生 小畑
Original Assignee
アーキヤマデ株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by アーキヤマデ株式会社 filed Critical アーキヤマデ株式会社
Priority to JP2020132891A priority Critical patent/JP7416421B2/en
Publication of JP2022029561A publication Critical patent/JP2022029561A/en
Application granted granted Critical
Publication of JP7416421B2 publication Critical patent/JP7416421B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Description

本発明は、既設の防水層が上面側に敷設された既設の防水下地にアンカーを取り付けるための下孔を形成する技術に関する。 The present invention relates to a technique for forming a pilot hole for attaching an anchor to an existing waterproof base having an existing waterproof layer laid on the upper surface side.

既設の防水層が既設の防水下地の上面側に敷設された建物の防水改修では、防水下地にアンカーを取り付けるための下孔を形成し、既設の防水層の上面側に新規の防水層を敷設し、その新規の防水層をアンカーにて防水下地に固定するアンカー固定工法が多く用いられている。このアンカー固定方法では、一般的に回転しながら軸方向に打撃を加えられる振動ドリルを使用して既設の防水下地に下孔を形成しているが、この振動ドリルを使用して下孔を形成する際に騒音が発生することになる。 In waterproofing renovations of buildings where an existing waterproof layer has been laid on top of the existing waterproof foundation, pilot holes are formed in the waterproof foundation to attach anchors, and a new waterproof layer is laid on top of the existing waterproof layer. However, the anchor fixing method, in which the new waterproof layer is fixed to the waterproof base using anchors, is often used. In this anchor fixing method, a pilot hole is generally formed in the existing waterproof foundation using a vibrating drill that can strike in the axial direction while rotating; Noise will be generated when doing so.

ところで、近年、病院や集合住宅の防水改修では、騒音が発生する工法が敬遠されるケースが増えてきている。このようなケースにおいて、アンカーを使用せずに新規の防水層を既設の防水層の上面に接着剤にて接着する接着工法を採用する場合もある。しかしながら、この接着工法では、新規の防水層が接着される被接着面(既設の防水層の上面)の不陸調整等に手間がかかることや、そもそも既設の防水層が既設の防水下地に確実に固定されていなければ品質を確保できないこと等の問題がある。 Incidentally, in recent years, construction methods that generate noise are increasingly being avoided when waterproofing renovations of hospitals and apartment complexes. In such cases, an adhesive method may be used in which a new waterproof layer is bonded to the top of the existing waterproof layer using an adhesive without using anchors. However, with this adhesive method, it takes time and effort to adjust the unevenness of the surface to which the new waterproof layer is bonded (the top surface of the existing waterproof layer), and the existing waterproof layer does not adhere to the existing waterproof base in the first place. There are problems such as quality cannot be ensured unless it is fixed.

そこで、アンカー固定工法において、回転動作のみを行う回転ドリル及びその先端に装着される専用の削孔具(ドリルビット等を有する市販の削孔具)を使用し、回転ドリルにて打撃を加えることなく削孔具を回転させ、その回転状態の削孔具にて防水層ごと防水下地を削孔することで、騒音の発生を回避しながら防水下地に下孔を形成することが提案されている。 Therefore, in the anchor fixing method, a rotary drill that only rotates and a special drilling tool (a commercially available drilling tool with a drill bit, etc.) attached to the tip of the drill are used, and the impact is applied with the rotary drill. It has been proposed to form a pilot hole in the waterproof substrate while avoiding noise generation by rotating the drilling tool while rotating and drilling the waterproof substrate together with the waterproof layer using the rotating drilling tool. .

上述したアンカー固定工法では、防水層ごと防水下地を削孔する際に削孔具に既設の防水層の構成材料(アスファルトやウレタン等)にこびりつくため、削孔具の清掃をこまめにしなければ、削孔具の性能が大幅に低下して削孔作業に時間がかかる問題がある。特に、既設の防水層の構成材料がアスファルトである場合には、アスファルトの焼け付きにより削孔具の清掃に大幅に時間がかかることになり、削孔作業に時間がかかる問題が顕著になる。ちなみに、例えば、既存の防水層を斫り機等で斫って除去することも考えられるが、その場合、除去範囲が広範囲になるので大規模な雨養生が必要となり、更に防水下地を傷つけるので下地処理の必要も生じる。 In the above-mentioned anchor fixing method, when drilling a hole in the waterproof base together with the waterproof layer, the drilling tool will stick to the constituent materials (asphalt, urethane, etc.) of the existing waterproof layer, so if you do not clean the drilling tool frequently, There is a problem that the performance of the drilling tool is significantly reduced and the drilling work takes a long time. In particular, when the constituent material of the existing waterproof layer is asphalt, it takes a considerable amount of time to clean the drilling tool due to burning of the asphalt, and the problem of the time required for drilling becomes significant. By the way, for example, it is possible to remove the existing waterproof layer by using a combing machine, etc., but in that case, the area to be removed will be wide, requiring extensive rain curing, and will further damage the waterproof base. The need for surface treatment also arises.

この実情に鑑み、本発明の主たる課題は、打撃を加えること及び削孔具に防水層の構成材料がこびりつくことの両方を回避することができ、騒音の発生を抑制しながら短時間で効率良く防水下地に下孔を形成することができるアンカー用下孔形成方法、及び、それに用いられる削り落とし具を提供する点にある。 In view of this situation, the main object of the present invention is to be able to avoid both the impact and the sticking of the material of the waterproof layer to the drilling tool, and to do so in a short and efficient manner while suppressing the generation of noise. The object of the present invention is to provide a method for forming a pilot hole for an anchor, which can form a pilot hole in a waterproof base, and a scraping tool used therein.

本発明の第1特徴構成は、既設の防水層が上面側に敷設された既設の防水下地にアンカーを取り付けるための下孔を形成するアンカー用下孔形成方法であって、
前記防水層における前記防水下地の下孔形成予定箇所の直上部位及びその周囲部位からなる除去対象部位を削り落とし具にて削り落とす防水層除去工程と、
前記防水層除去工程の実行後、前記防水下地の前記下孔形成予定箇所を削孔具にて削孔して下孔を形成する防水下地削孔工程と、が備えられる点にある。
A first feature of the present invention is a method for forming a pilot hole for an anchor, which comprises forming a pilot hole for attaching an anchor to an existing waterproof base on which an existing waterproof layer is laid on the upper surface side.
a waterproof layer removal step of using a scraping tool to scrape off a target area of the waterproof layer directly above the planned hole formation location of the waterproof base and surrounding areas;
After the waterproofing layer removal step is performed, a waterproofing base drilling step is provided, in which a hole is drilled at a portion of the waterproofing foundation where the pilot hole is to be formed using a drilling tool to form a pilot hole.

本構成によれば、防水下地削孔工程に先立って実行される防水層除去工程にて、防水層における防水下地の下孔形成予定箇所の直上部位及びその周囲部位からなる比較的小さな除去対象部位を削り落とし具にて削り落とすので、大規模な雨養生や下地処理を必要とせず、防水層の除去対象部位を短時間で除去することができる。
そして、この防水層除去工程の実行後に実行される防水下地削孔工程にて、防水層が除去されて外部に露出している防水下地の下孔形成予定箇所を、回転状態で削孔可能な専用の削孔具にて削孔し、騒音の発生を招く打撃を加えることなく、下孔を形成することができる。
したがって、打撃を加えること及び削孔具に防水層の構成材料がこびりつくことの両方を回避することができ、騒音の発生を抑制しながら短時間で効率良く防水下地に下孔を形成することができる。
According to this configuration, in the waterproof layer removal process that is performed prior to the waterproof base drilling process, a relatively small area to be removed consisting of the area directly above the location where the waterproof base hole is planned to be formed in the waterproof layer and the surrounding area Since it is scraped off with a scraping tool, the target area of the waterproof layer can be removed in a short time without the need for large-scale rain curing or surface treatment.
Then, in the waterproof base drilling process that is executed after the waterproof layer removal process, it is possible to drill holes in the waterproof base where the waterproof layer has been removed and where the pilot hole is to be formed, which is exposed to the outside, in a rotating state. A pilot hole can be formed by drilling with a special drilling tool without applying a blow that causes noise.
Therefore, it is possible to avoid both impact and sticking of the material of the waterproof layer to the drilling tool, and it is possible to efficiently form a pilot hole in the waterproof base in a short time while suppressing noise generation. can.

本発明の第2特徴構成は、前記防水層と前記防水下地との間に既設の断熱層が備えられている場合において、
前記防水層除去工程の実行後で前記防水下地削孔工程の実行前に、前記断熱層における前記防水下地の前記下孔形成予定箇所の直上部位及びその周囲部位からなる切り抜き対象部位を切り抜き具にて切り抜いて貫通穴を形成する断熱層切り抜き工程が備えられる点にある。
A second characteristic configuration of the present invention is that in the case where an existing heat insulating layer is provided between the waterproof layer and the waterproof base,
After execution of the waterproof layer removal step and before execution of the waterproof base drilling step, use a cutting tool to cut out a target area of the waterproof base in the heat insulating layer, which is a portion immediately above the planned hole formation location and surrounding areas thereof. The method includes a step of cutting out the heat insulating layer to form a through hole.

本構成によれば、防水層除去工程の実行後で防水下地削孔工程の実行前に実行される断熱層切り抜き工程にて、断熱層における防水下地の下孔形成予定箇所の直上部位及びその周囲部位からなる比較的小さな切り抜き対象部位を切り抜き具にて切り抜くので、削孔具にて断熱層ごと防水下地に削孔する場合のように、断熱層の屑を周囲に飛散させたり、削孔具に断熱層の屑がこびり付いたりすることなく、貫通穴を形成することができる。よって、防水層と防水下地との間に既設の断熱層が備えられている場合でも、防水下地に短時間で下孔を形成することができる。 According to this configuration, in the heat insulation layer cutting process that is performed after the waterproof layer removal process and before the waterproof base drilling process, the area directly above the planned hole formation location of the waterproof base in the heat insulation layer and the surrounding area. Since a relatively small target area consisting of parts is cut out with a cutting tool, the waste of the insulation layer is not scattered around, as when drilling a hole in a waterproof base together with the insulation layer with a drilling tool, and the hole drilling tool Through-holes can be formed without debris from the heat insulating layer becoming stuck. Therefore, even if an existing heat insulating layer is provided between the waterproof layer and the waterproof base, the pilot hole can be formed in the waterproof base in a short time.

本発明の第3特徴構成は、前記削り落とし具には、外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で取り付けられる削り板とが備えられ、
前記防水層除去工程において、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端を前記防水層の前記除去対象部位に押し付けることで、前記本体部の先端側の前記削り板にて前記防水層の前記除去対象部位を削り落とす点にある。
A third characteristic configuration of the present invention is that the scraping tool includes a cylindrical main body portion having an opening at the tip to be opened to the outside, and a rotation operation portion for rotating the main body portion around the cylindrical axis. and a scraping plate that is attached to the distal end side of the interior of the main body part so as to divide the opening part,
In the waterproof layer removal step, the tip of the main body is pressed against the removal target portion of the waterproof layer while the rotation operation unit is operated to rotate the main body, thereby removing the tip of the main body. The removal target portion of the waterproof layer is scraped off using the scraping plate.

本構成によれば、防水層除去工程にて、上述の円筒状の本体部、回転操作部、削り板が備えられる削り落とし具を使用し、回転操作部を操作して本体部を回転させる状態で本体部の先端を防水層の除去対象部位に押し付けることで、本体部の先端側の削り板にて本体部の先端の開口部の縁部に囲まれる防水層の除去対象部位を短時間で削り落とすことができる。しかも、防水層の削り落とし屑を円筒状の本体部の内部に留める状態で、防水層の削り落とし屑が周囲に飛散するのを抑制することができる。 According to this configuration, in the waterproof layer removal process, the scraping tool that includes the above-mentioned cylindrical main body, a rotation operation part, and a scraping plate is used, and the rotation operation part is operated to rotate the main body. By pressing the tip of the main body against the area to be removed of the waterproof layer, the scraping plate on the tip side of the main body can quickly remove the area to be removed of the waterproof layer surrounded by the edge of the opening at the tip of the main body. It can be scraped off. In addition, while the scraped off waterproof layer is retained inside the cylindrical main body, it is possible to prevent the scraped off waterproof layer from scattering around.

本発明の第4特徴構成は、前記削り落とし具において、前記削り板が前記本体部の先端部の開口縁部よりも前記本体部の内部側に引退した位置に配置される点にある。 A fourth feature of the present invention resides in that, in the scraping tool, the scraping plate is disposed at a position recessed toward the inside of the main body from the opening edge of the distal end of the main body.

本構成によれば、防水層除去工程において、本体部の先端側の削り板にて防水層の除去対象部位を削り落とすのに少し先行して本体部の先端部の開口縁部を防水層の除去対象部位の外周縁部に進入させることができる。よって、その本体部の先端部の開口縁部により本体部の先端部を防水層の除去対象部位に位置決めしながら、本体部の先端側の削り板にて防水層の除去対象部位を効率良く削り落とすことができる。 According to this configuration, in the waterproof layer removal step, the opening edge of the tip of the main body is removed from the waterproof layer a little before the removal target area of the waterproof layer is scraped off with the scraping plate on the tip side of the main body. It can be made to enter the outer peripheral edge of the site to be removed. Therefore, while positioning the tip of the main body at the area to be removed of the waterproof layer using the opening edge of the tip of the main body, the area to be removed of the waterproof layer can be efficiently scraped with the shaving plate on the tip side of the main body. It can be dropped.

本発明の第5特徴構成は、前記削り落とし具において、1又は複数の前記削り板が着脱自在に取り付けられる点にある。 A fifth characteristic configuration of the present invention is that in the scraping tool, one or more of the scraping plates are detachably attached.

本構成によれば、削り板を本体部に対して取り付けたり、取り外したりすることで、作業の実情に応じて削り板の数を任意に変更することができる。例えば、削り板の数を多くすることで、防水層の除去対象部位を細かく砕くことができる。 According to this configuration, the number of scraping plates can be arbitrarily changed depending on the actual situation of the work by attaching or removing the scraping plates from the main body. For example, by increasing the number of scraping plates, the portion of the waterproof layer to be removed can be finely crushed.

本発明の第6特徴構成は、前記削り落とし具には、外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で着脱自在に取り付けられる削り板とが備えられ、
前記削り落とし具は、全ての前記削り板を取り外した状態で前記切り抜き具として機能するように構成され、
前記防水層除去工程では、前記削り板を前記本体部に取り付け、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端部を前記防水層の前記除去対象部位に押し付けることで、前記本体部の内部の先端側の前記削り板にて前記防水層の前記除去対象部位を削り落とし、
前記断熱層切り抜き工程では、全ての前記削り板を前記本体部から取り外し、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端部を前記断熱層の前記切り抜き対象部位に押し付けることで、前記切り抜き具として、前記本体部の先端部の開口縁部にて前記断熱層の前記切り抜き対象部位を切り抜いて前記貫通穴を形成する点にある。
A sixth characteristic configuration of the present invention is that the scraping tool includes a cylindrical main body portion having an opening at the tip to be opened to the outside, and a rotation operation portion for rotating the main body portion around the cylindrical axis. and a shaving plate that is detachably attached to the distal end side of the interior of the main body part in a state that divides the opening part,
The scraping tool is configured to function as the cutting tool when all the scraping plates are removed,
In the waterproof layer removal step, the scraping plate is attached to the main body, and while the rotation operation unit is operated to rotate the main body, the tip of the main body is attached to the part of the waterproof layer to be removed. By pressing, the portion to be removed of the waterproof layer is scraped off with the scraping plate on the tip side inside the main body portion;
In the heat insulating layer cutting step, all the scraping plates are removed from the main body, and while the rotation operation unit is operated to rotate the main body, the tip of the main body is cut out of the heat insulating layer. By pressing against the part, the cutting tool forms the through hole by cutting out the target part of the heat insulating layer at the opening edge of the tip of the main body part.

本構成によれば、上述の円筒状の本体部、回転操作部、削り板が備えられる削り落とし具を使用し、防水層除去工程では、削り板を本体部に取り付け、回転操作部を操作して本体部を回転させる状態で本体部の先端を防水層の除去対象部位に押し付けることで、本体部の先端側の削り板にて本体部の先端の開口部の縁部に囲まれる防水層の除去対象部位を短時間で削り落とすことができる。
そして、断熱層切り抜き工程では、全ての削り板を本体部から取り外し、回転操作部を操作して本体部を回転させる状態で本体部の先端部を断熱層の切り抜き対象部位に押し付けることで、削り落とし具を切り抜き具として機能させ、本体部の先端部の開口縁部にて断熱層の切り抜き対象部位を切り抜いて短時間で貫通穴を形成することができる。
よって、削り落とし具を切り抜き具に兼用し、効率良く防水下地に下孔を形成することができる。
According to this configuration, the scraping tool that includes the above-mentioned cylindrical main body, a rotary operating section, and a scraping plate is used, and in the waterproof layer removal step, the scraping plate is attached to the main body and the rotating operating section is operated. By pressing the tip of the main body against the part of the waterproof layer to be removed while rotating the main body, the scraping plate on the tip side of the main body can remove the waterproof layer surrounded by the edge of the opening at the tip of the main body. The target area can be removed in a short time.
In the heat insulation layer cutting process, all the shaving boards are removed from the main body, and the tip of the main body is pressed against the part of the heat insulation layer to be cut out while rotating the main body by operating the rotation operation unit. By making the dropper function as a cutting tool, a through hole can be formed in a short time by cutting out a target part of the heat insulating layer at the opening edge of the tip of the main body.
Therefore, the scraping tool can also be used as a cutting tool to efficiently form pilot holes in the waterproof base.

本発明の第7特徴構成は、第1~第6特徴構成のいずれかに記載のアンカー用下孔形成方法に用いられる削り落とし具であって、
外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で取り付けられる削り板とが備えられる点にある。
A seventh characteristic configuration of the present invention is a scraping tool used in the method for forming a pilot hole for an anchor according to any one of the first to sixth characteristic configurations,
a cylindrical main body having an opening at its tip to be opened to the outside; a rotary operation section for rotating the main body around a cylinder axis; and the opening divided into a distal end side inside the main body. The main feature is that it is provided with a sharpening plate that can be attached in a state where the

本構成によれば、防水層除去工程において、回転操作部を操作して本体部を回転させる状態で本体部の先端を防水層の除去対象部位に押し付けることで、本体部の先端側の削り板にて本体部の先端の開口部の縁部に囲まれる防水層の除去対象部位を短時間で削り落とすことのできる削り落とし具を構成することができる。 According to this configuration, in the waterproof layer removal step, by pressing the tip of the main body against the part to be removed of the waterproof layer while rotating the main body by operating the rotation operation part, the scraping plate on the tip side of the main body can be removed. With this, it is possible to construct a scraping tool that can scrape off the removal target portion of the waterproof layer surrounded by the edge of the opening at the tip of the main body in a short time.

アンカー用下孔形成方法の実施現場を示す図Diagram showing the implementation site of the method for forming pilot holes for anchors (a)削り落とし具の正面図、(b)IIb-IIb線断面図、(c)削り落とし具の底面図(a) Front view of the scraping tool, (b) sectional view taken along line IIb-IIb, (c) Bottom view of the scraping tool 防水層除去工程を模式的に示す図Diagram schematically showing the waterproof layer removal process 防水下地削孔工程を模式的に示す図Diagram schematically showing the process of drilling holes in a waterproof base 断熱材切り抜き工程を模式的に示す図Diagram schematically showing the insulation material cutting process (a)別実施形態の削り落とし具を示す斜視図、(b)別実施形態の削り落とし具を示す斜視図、(c)別実施形態の削り落とし具の底面図(a) A perspective view showing a scraping tool according to another embodiment, (b) a perspective view showing a scraping tool according to another embodiment, (c) a bottom view of a scraping tool according to another embodiment. (a)別実施形態の削り落とし具を示す斜視図、(b)別実施形態の削り落とし具を示す斜視図、(c)別実施形態の削り落とし具の底面図(a) A perspective view showing a scraping tool according to another embodiment, (b) a perspective view showing a scraping tool according to another embodiment, (c) a bottom view of a scraping tool according to another embodiment. アンカー用下孔形成方法を用いた防水改修工法を模式的に示す図A diagram schematically showing a waterproofing repair method using the method of forming pilot holes for anchors. アンカー用下孔形成方法を用いた防水改修工法を模式的に示す図A diagram schematically showing a waterproofing repair method using the method of forming pilot holes for anchors.

本発明のアンカー用下孔形成方法の実施形態を図面に基づいて説明する。
このアンカー用下孔形成方法は、図4に示すように、既設の防水層1が上面側に敷設された既設の防水下地2に防水改修用等のアンカー4(図8,図9参照)を取り付けるための下孔Aを形成する工法である。既設の防水層1は、例えば、砂付きアスファルトルーフィングやウレタン塗膜等から構成される。図示例では、既設の防水層1が砂付きアスファルトルーフィングから構成され、既設の防水下地2がコンクリートスラブから構成される場合を例示している。
An embodiment of the method for forming a pilot hole for an anchor according to the present invention will be described based on the drawings.
As shown in Fig. 4, this method for forming pilot holes for anchors involves inserting anchors 4 (see Figs. 8 and 9) for use in waterproofing repairs into an existing waterproof base 2 on which an existing waterproof layer 1 has been laid on the upper surface. This method involves forming a pilot hole A for installation. The existing waterproof layer 1 is composed of, for example, sanded asphalt roofing, a urethane coating, or the like. In the illustrated example, the existing waterproof layer 1 is composed of an asphalt roofing with sand, and the existing waterproof base 2 is composed of a concrete slab.

そして、このアンカー用下孔形成方法には、防水層1における防水下地2の下孔形成予定箇所の直上部位を含む除去対象部位1Aを削り落とし具10にて削り落とす防水層除去工程(図1、図3参照)と、防水層除去工程の実行後、防水下地2の下孔形成予定箇所を削孔具20にて削孔して下孔Aを形成する防水下地削孔工程(図4参照)と、が備えられる。 This method of forming a pilot hole for an anchor includes a waterproof layer removal step (see FIG. , see FIG. 3), and after the waterproofing layer removal step, a waterproof base drilling step (see FIG. 4) in which a pilot hole A is formed by drilling a hole in the waterproof base 2 at a location where a pilot hole is to be formed using a drilling tool 20. ) and are provided.

また、建物によっては、図5に示すように、既設の防水層1と既設の防水下地2との間に、既設の断熱層3が備えられている場合がある。既設の断熱層3は、例えば、グラスウールボード等から構成される。このような場合には、防水層除去工程の実行後で防水下地削孔工程の実行前に、断熱層3における防水下地2の下孔形成予定箇所の直上部位を含む切り抜き対象部位3Aを切り抜き具30にて切り抜いて貫通穴を形成する断熱層切り抜き工程が備えられる。 Further, depending on the building, as shown in FIG. 5, an existing heat insulating layer 3 may be provided between an existing waterproof layer 1 and an existing waterproof base 2. The existing heat insulating layer 3 is made of, for example, a glass wool board. In such a case, after executing the waterproof layer removal process and before executing the waterproof base drilling process, use a cutting tool to cut out the target area 3A of the heat insulating layer 3, including the area directly above the planned hole formation location of the waterproof base 2. A step of cutting out the heat insulating layer is provided at 30 to form a through hole.

以下、防水層除去工程、防水下地削孔工程、断熱層切り抜き工程の詳細について順番に説明する。 Details of the waterproof layer removal process, the waterproof base drilling process, and the heat insulation layer cutting process will be explained in order below.

(防水層除去工程)
この防水層除去工程では、図3に示すように、防水層1の除去対象部位1Aを削り落とし具10にて削り落とす。防水層1の除去対象部位1Aは、防水下地2の下孔形成予定箇所の直上部位及びその周囲の所定範囲の部位(周囲部位)からなる小さな円柱状の部位に設定される。
(Waterproof layer removal process)
In this waterproof layer removal step, as shown in FIG. 3, a portion 1A of the waterproof layer 1 to be removed is scraped off using a scraping tool 10. The removal target portion 1A of the waterproof layer 1 is set as a small cylindrical portion consisting of a portion directly above the planned hole formation portion of the waterproof base 2 and a predetermined area around the portion (surrounding portion).

削り落とし具10は、図1及び図2に示すように、内部を外部開放させる開口部11aを先端部11Aに有する円筒状の本体部11と、本体部11を筒軸芯X周りで回転操作するための回転操作部12と、本体部11の内部の先端側に開口部11aを分断する状態で取り付けられる削り板13とが備えられる。この本体部11の先端側の開口部11aの直径は、防水層1の除去対象部位1Aの直径と略同一に設定される。 As shown in FIGS. 1 and 2, the scraper 10 includes a cylindrical main body 11 having an opening 11a at a tip 11A for opening the inside to the outside, and a cylindrical main body 11 that can be rotated around a cylinder axis X. A rotary operation section 12 for rotating the main body section 11 and a scraping plate 13 attached to the distal end side of the interior of the main body section 11 in a state that divides the opening section 11a are provided. The diameter of the opening 11a on the tip side of the main body portion 11 is set to be approximately the same as the diameter of the portion 1A of the waterproof layer 1 to be removed.

本体部11は、先端部11Aの端面が開口部11aにより外部開放され、且つ、基端部11Bの端面が閉塞されたステンレス製(金属製の一例)の円筒状部材にて構成される。本体部11の先端部11Aの円環状の開口縁部11bは、先端に向かって尖る形状に形成されており、本体部11の回転に伴って防水層1の除去対象部位1Aの外周縁部を切り込むように構成される。よって、削り落とし具10にて防水層1の除去対象部位1Aを削り落とす際に、円環状の開口縁部11bによって本体部11の先端部11Aを防水層1の除去対象部位1Aに位置決めすることができる。 The main body 11 is made of a cylindrical member made of stainless steel (an example of metal), and has a distal end 11A that is open to the outside through an opening 11a, and a proximal end 11B that is closed. The annular opening edge 11b of the distal end portion 11A of the main body portion 11 is formed in a shape that tapers toward the distal end. Configured to cut. Therefore, when scraping off the removal target portion 1A of the waterproof layer 1 with the scraper 10, the tip 11A of the main body portion 11 is positioned at the removal target portion 1A of the waterproof layer 1 by the annular opening edge 11b. I can do it.

回転操作部12は、例えば、インパクトドライバー等の回転操作具T1にて回転操作が可能な六角柱状のビット等から構成することができる。回転操作部12は、本体部11の基端部11Bの端面の中心部位から筒軸芯X方向に沿って外方に突出する状態で備えられる。回転操作部12は、溶接等の適宜の固定手段にて本体部11の基端部11Bに固定される。なお、本体部11の周壁部における先端部11Aよりも基端側の部位には、本体部11の内部を外部に露出させる大型の窓14が備えられる。 The rotation operation unit 12 can be configured, for example, from a hexagonal column-shaped bit that can be rotated with a rotation operation tool T1 such as an impact driver. The rotation operation section 12 is provided in a state of protruding outward from the center of the end surface of the base end 11B of the main body section 11 along the cylinder axis X direction. The rotation operation part 12 is fixed to the base end part 11B of the main body part 11 by suitable fixing means such as welding. A large window 14 for exposing the inside of the main body 11 to the outside is provided at a portion of the peripheral wall of the main body 11 closer to the proximal end than the distal end 11A.

削り板13は、本体部11の板厚よりも大きな板厚のステンレス板等から構成され、筒軸芯X方向に沿って延びる縦姿勢で本体部11の内部の先端側に備えられる。削り板13は、本体部11の先端部11Aの開口縁部11bよりも本体部11の内部側(基端部11B側)に引退した位置に配置される。具体的には、削り板13の先端縁部13dが、本体部11の先端部11Aの開口縁部11bから所定寸法だけ本体部11の内部側となる基端部11B側(図中の上方側)に偏倚した位置に配置される。削り板13の基端縁部は、本体部11における窓14よりも先端側の位置に配置される。ちなみに、削り板13の先端縁部13dは、十分な板厚を有する剛性の高い矩形断面の部位として構成される。 The shaving plate 13 is made of a stainless steel plate or the like having a thickness greater than that of the main body 11, and is provided on the distal end side inside the main body 11 in a vertical position extending along the cylinder axis X direction. The scraping plate 13 is disposed at a position recessed toward the inside of the main body 11 (towards the proximal end 11B) from the opening edge 11b of the distal end 11A of the main body 11. Specifically, the distal end edge 13d of the scraping plate 13 is located on the proximal end 11B side (the upper side in the figure) which is the inner side of the main body 11 by a predetermined distance from the opening edge 11b of the distal end 11A of the main body 11. ). The proximal edge of the scraping plate 13 is disposed at a position closer to the distal end than the window 14 in the main body 11 . Incidentally, the tip end edge 13d of the scraping plate 13 is configured as a highly rigid rectangular cross-section portion having a sufficient thickness.

そして、この防水層除去工程では、図3(a)~図3(c)に示すように、回転操作具T1により削り落とし具10の回転操作部12を操作して削り落とし具10の本体部11を回転させる状態で削り落とし具10の本体部11の先端部11Aを防水層1の除去対象部位1Aに押し付けることで、本体部11の先端部11Aの開口縁部11bにて本体部11の先端部11Aを防水層1の除去対象部位1Aに位置決めしながら、本体部11の内部の先端側の削り板13の先端縁部13dにて防水層1の除去対象部位1Aを削り落とす。このとき、防水層1の削りカスは削り落とし具10の本体部11の周壁部にて外部への飛散が防止される。
このようにして、大規模な雨養生や下地処理を必要とせず、防水層1の比較的小さな小さな除去対象部位1Aを削り落とし具10にて短時間で効率良く削り落とし、防水下地2の下孔形成予定箇所を外部に適切に露出させることができる。
In this waterproof layer removal process, as shown in FIGS. 3(a) to 3(c), the main body of the scraping tool 10 is operated by operating the rotary operating section 12 of the scraping tool 10 using the rotary operating tool T1. By pressing the distal end 11A of the main body 11 of the scraping tool 10 against the removal target area 1A of the waterproof layer 1 while rotating the scraper 11, the opening edge 11b of the distal end 11A of the main body 11 scrapes the main body 11. While positioning the tip portion 11A at the removal target portion 1A of the waterproof layer 1, the removal target portion 1A of the waterproof layer 1 is scraped off with the tip edge 13d of the scraping plate 13 on the tip side inside the main body portion 11. At this time, the scraps of the waterproof layer 1 are prevented from scattering to the outside by the peripheral wall of the main body 11 of the scraper 10.
In this way, the relatively small portion 1A of the waterproof layer 1 to be removed can be efficiently scraped off in a short time using the scraping tool 10, without requiring large-scale rain curing or base treatment, and the removal target area 1A of the waterproof layer 1 can be efficiently scraped off in a short period of time with the scraping tool 10. The location where the hole is to be formed can be appropriately exposed to the outside.

(防水下地削孔工程)
防水層除去工程の実行後に実行される防水下地削孔工程では、図4に示すように、外部に露出している防水下地2の下孔形成予定箇所を削孔具20にて削孔して下孔Aを形成する。削孔具20は、上述した削り落とし具10とは異なる市販の棒状の工具である。削孔具20の棒状本体21の基端側には、回転ドリル等の回転操作具T2にて回転操作が可能な回転操作部22が備えられ、棒状本体21の先端側には、着脱自在なドリルビット等からなる二股状の削孔部位21Aが備えられる。
(Waterproof base drilling process)
In the waterproof base drilling process that is executed after the waterproof layer removal process, as shown in FIG. A pilot hole A is formed. The hole drilling tool 20 is a commercially available rod-shaped tool different from the above-mentioned scraping tool 10. The proximal end side of the rod-shaped body 21 of the hole drilling tool 20 is provided with a rotary operation part 22 that can be rotated by a rotary operation tool T2 such as a rotary drill, and the tip side of the rod-shaped body 21 is equipped with a rotary operation part 22 that can be freely attached and detached. A bifurcated hole drilling portion 21A made of a drill bit or the like is provided.

そして、この防水下地削孔工程では、図4(a)~図4(c)に示すように、回転操作具T2により削孔具20の回転操作部22を操作して削孔具20の棒状本体21を回転させる状態で、削孔具20の先端側の二股状の削孔部位21Aを、防水層1が除去されて外部に露出している防水下地2の下孔形成予定箇所に押し付けることで、棒状本体21の先端側の二股状の削孔部位21Aにて防水下地2の下孔形成予定箇所を削孔して下孔Aを形成する。
このようにして、防水下地2の下孔形成予定箇所に削孔具20にて短時間で下孔Aを形成することができる。
In this waterproof base drilling process, as shown in FIGS. 4(a) to 4(c), the rotary operating part 22 of the drilling tool 20 is operated by the rotating operating tool T2, and the rod-like shape of the drilling tool 20 is While rotating the main body 21, press the bifurcated drilling portion 21A on the tip side of the drilling tool 20 against the planned hole formation location of the waterproof base 2 where the waterproof layer 1 has been removed and is exposed to the outside. Then, a pilot hole A is formed by drilling a hole in the waterproof base 2 at a location where a pilot hole is to be formed using the bifurcated hole drilling portion 21A on the tip side of the rod-shaped main body 21.
In this way, the pilot hole A can be formed in a short time using the drilling tool 20 at the location where the pilot hole is to be formed in the waterproof base 2.

(断熱層切り抜き工程)
前述の如く、建物によっては、図5に示すように、既設の防水層1と既設の防水下地2との間に、既設の断熱層3が備えられている場合がある。
そこで、このような場合には、防水層除去工程(図3参照)の実行後で防水下地削孔工程(図4参照)の実行前に、断熱層3における防水下地2の下孔形成予定箇所の直上部位を含む切り抜き対象部位3Aを切り抜き具30にて切り抜いて貫通穴を形成する断熱層切り抜き工程が実行される。
(insulation layer cutting process)
As mentioned above, depending on the building, as shown in FIG. 5, an existing heat insulating layer 3 may be provided between the existing waterproof layer 1 and the existing waterproof base 2.
Therefore, in such a case, after executing the waterproof layer removal process (see Figure 3) and before executing the waterproof base drilling process (see Figure 4), the location where the pilot hole is planned to be formed in the waterproof base 2 in the heat insulating layer 3 is A heat insulation layer cutting step is performed in which the cutout target region 3A including the region directly above is cut out using the cutter 30 to form a through hole.

断熱層3の切り抜き対象部位3Aは、防水下地2の下孔形成予定箇所の直上部位及びその周囲の所定範囲の部位(周囲部位)からなる小さな円柱状の部位に設定される。本実施形態では、断熱層3の切り抜き対象部位3Aは、平面視で防水層1の除去対象部位1Aと同じ範囲に設定される。ちなみに、本実施形態では、切り抜き具30は、削り板13が備えられていない点以外は削り落とし具10と同様であるので、同様の構成箇所には同様の符号を付記し、その説明は省略する。 The cutout target region 3A of the heat insulating layer 3 is set as a small cylindrical region consisting of a region directly above the planned hole formation location of the waterproof base 2 and a region in a predetermined range around the region (surrounding region). In this embodiment, the region 3A of the heat insulating layer 3 to be cut out is set in the same range as the region 1A of the waterproof layer 1 to be removed in plan view. Incidentally, in this embodiment, the cutting tool 30 is the same as the scraping tool 10 except that it is not provided with the scraping plate 13, so similar components are denoted by the same reference numerals, and the explanation thereof will be omitted. do.

そして、この断熱層切り抜き工程では、図5(a)~(c)に示すように、回転操作具T1により切り抜き具30の回転操作部12を操作して切り抜き具30の本体部11を回転させる状態で、切り抜き具30の本体部11の先端部11Aを、防水層1が除去されて外部に露出している断熱層3の切り抜き対象部位3Aに押し付けることで、当該本体部11の先端部11Aの開口縁部11bにて断熱層3の切り抜き対象部位3Aを切り抜いて貫通穴を形成する。
このようにして、断熱層3の切り抜き対象部位3Aを切り抜き具30にて簡単且つ短時間で切り抜いて貫通穴を形成し、防水下地2の下孔形成予定箇所を外部に適切に露出させることができる。
In this heat insulation layer cutting step, as shown in FIGS. 5(a) to 5(c), the rotation operating part 12 of the cutting tool 30 is operated by the rotating operating tool T1 to rotate the main body 11 of the cutting tool 30. In this state, the tip 11A of the main body 11 of the cutting tool 30 is pressed against the cutout target part 3A of the heat insulating layer 3 which has been exposed to the outside after the waterproof layer 1 has been removed. A through hole is formed by cutting out the target section 3A of the heat insulating layer 3 at the opening edge 11b.
In this way, the cutout target portion 3A of the heat insulating layer 3 can be easily and quickly cut out using the cutter 30 to form a through hole, and the portion where the pilot hole is planned to be formed in the waterproof base 2 can be appropriately exposed to the outside. can.

なお、切り抜き具30において、本体部11の内部を外部に露出させる窓14は、断熱層3から切り抜かれて本体部11の内部に入り込んだ円柱状の切り抜き対象部位3Aを本体部11の外部に放出するための放出口等として好適に機能する。 In the cutter 30, the window 14 that exposes the inside of the main body 11 to the outside allows the cylindrical cutout target part 3A, which has been cut out from the heat insulating layer 3 and entered the inside of the main body 11, to the outside of the main body 11. It functions suitably as a discharge port for discharge.

次に、本発明のアンカー用下孔形成方法を用いた防水改修工法について、図8、図9を参照して説明を加える。 Next, a waterproofing repair method using the anchor pilot hole forming method of the present invention will be explained with reference to FIGS. 8 and 9.

図8は、既設の防水層1の上面に新設の防水層1´を敷設する防水改修工法を示している。この防水改修工法は、まず、本発明のアンカー用下孔形成方法の上述した防水層除去工程及び防水下地削孔工程を実行し、既設の防水層1が上面側に敷設された既設の防水下地2の適所で防水層1の除去対象部位1Aを除去した上で下孔Aを形成する(図4参照)。
そして、熱可塑性樹脂製の接着剤(ホットメルト接着剤)からなる接着層を上面に有する円盤状の固定板5をアンカー4を用いて下孔Aに固定した後、固定板5の上面側に新設の防水層1´を敷設する。
その後、新設の防水層1´の上から誘導加熱装置等にて固定板5の上面の接着層を加熱して溶かし、新設の防水層1´を固定板5の上面に接着固定する。
FIG. 8 shows a waterproofing repair method in which a new waterproof layer 1' is laid on top of the existing waterproof layer 1. In this waterproofing repair method, first, the above-mentioned waterproof layer removal process and waterproof base drilling process of the anchor hole forming method of the present invention are carried out, and the existing waterproof base with the existing waterproof layer 1 laid on the top side is After removing the portion 1A of the waterproof layer 1 to be removed at the appropriate location in step 2, a pilot hole A is formed (see FIG. 4).
Then, after fixing the disk-shaped fixing plate 5 having an adhesive layer made of thermoplastic resin adhesive (hot melt adhesive) on the upper surface to the prepared hole A using the anchor 4, the upper surface side of the fixing plate 5 is fixed. Lay a new waterproof layer 1'.
Thereafter, the adhesive layer on the upper surface of the fixed plate 5 is heated and melted using an induction heating device or the like from above the newly installed waterproof layer 1', and the newly installed waterproof layer 1' is adhesively fixed to the upper surface of the fixed plate 5.

図9は、既設の防水層1の上面との間に通気層6を介在させる状態で新設の防水層1´を敷設するとともに、通気層6等を通じて防水下地2の湿気等を外部に放出させる脱気塔8を設置した防水改修工法を示している。この防水改修工法は、まず、上述した防水層除去工程及び防水下地削孔工程を実行し、既設の防水層1が上面側に敷設された既設の防水下地2の適所で防水層1の除去対象部位1Aを除去した上で下孔Aを形成する(図4参照)。このとき、既設の防水層1を除去した部位が均等に分散配置されるように、既設の防水層1において、下孔Aを形成する除去対象部位1Aだけでなく、下孔Aを形成しない部位1Bも削り落とし具10にて除去することができる。また、既設の防水層1における脱気塔8の設置予定部位1Cについても除去する。 In Figure 9, a new waterproof layer 1' is laid with a ventilation layer 6 interposed between it and the top surface of the existing waterproof layer 1, and moisture, etc. in the waterproof base 2 is released to the outside through the ventilation layer 6, etc. This shows a waterproofing repair method in which a degassing tower 8 is installed. In this waterproofing repair method, first, the above-mentioned waterproof layer removal process and waterproof base drilling process are carried out, and the waterproof layer 1 is to be removed at a suitable location on the existing waterproof base 2 on which the existing waterproof layer 1 has been laid on the top side. After removing the portion 1A, a prepared hole A is formed (see FIG. 4). At this time, in order to ensure that the areas from which the existing waterproof layer 1 has been removed are evenly distributed, in the existing waterproof layer 1, not only the removal target area 1A that forms the pilot hole A, but also the area that does not form the pilot hole A. 1B can also be removed with the scraper 10. In addition, the portion 1C of the existing waterproof layer 1 where the degassing tower 8 is scheduled to be installed is also removed.

そして、通気性を有するマット状部材等からなる通気層6を、脱気塔8の設置予定部位1Cを除いて既設の防水層1の上面側に敷設するとともに、脱気塔8を設置する。また、通気層6の上面に絶縁シート7を敷設する。
その後、上述した固定板5をアンカー4を用いて下孔Aに固定し、固定板5の上面側に新設の防水層1´を敷設する。そして、新設の防水層1´の上から誘導加熱装置等にて固定板5の上面の接着層を加熱して溶かし、新設の防水層1´を固定板5の上面に接着固定する。
Then, a ventilation layer 6 made of a breathable mat-like member or the like is laid on the upper surface side of the existing waterproof layer 1 except for the site 1C where the deaeration tower 8 is planned to be installed, and the deaeration tower 8 is installed. Further, an insulating sheet 7 is laid on the upper surface of the ventilation layer 6.
Thereafter, the fixing plate 5 described above is fixed in the prepared hole A using the anchor 4, and a new waterproof layer 1' is laid on the upper surface side of the fixing plate 5. Then, the adhesive layer on the upper surface of the fixed plate 5 is heated and melted using an induction heating device or the like from above the newly installed waterproof layer 1', and the newly installed waterproof layer 1' is adhesively fixed to the upper surface of the fixed plate 5.

この防水改修工法では、図9中の矢印にて示すように、平面的に分散配置された既設の防水層1を除去した部位1A,1B,1C、既設の防水層1と新設の防水層1´の間の通気層6、及び、脱気塔8を通じて防水下地2の湿気等を外部に適切に放出できる防水構造に改修することができる。
このように、本発明のアンカー用下孔形成方法は、既存の防水層1の上面側に新設の防水層1´を敷設する各種の防水改修工法に好適に用いることができる。
In this waterproofing repair method, as shown by the arrows in FIG. It is possible to modify the waterproof structure so that moisture, etc. in the waterproof base 2 can be appropriately released to the outside through the ventilation layer 6 between '' and the degassing tower 8.
As described above, the method for forming a pilot hole for an anchor according to the present invention can be suitably used in various waterproofing repair methods in which a new waterproof layer 1' is laid on the upper surface side of an existing waterproof layer 1.

なお、上述した各防水改修工法において、既設の防水層1と既設の防水下地2との間に、既設の断熱層3が備えられている場合には、既設の防水下地2の適所に下孔Aを形成する際に断熱層切り抜き工程(図5参照)を実行すればよい。 In addition, in each of the above-mentioned waterproofing repair methods, if an existing heat insulating layer 3 is provided between the existing waterproof layer 1 and the existing waterproof base 2, pilot holes are drilled at appropriate locations on the existing waterproof base 2. When forming A, a heat insulating layer cutting step (see FIG. 5) may be performed.

〔別実施形態〕
本発明の他の実施形態について説明する。尚、以下に説明する各実施形態の構成は、それぞれ単独で適用することに限らず、他の実施形態の構成と組み合わせて適用することも可能である。
[Another embodiment]
Other embodiments of the present invention will be described. Note that the configurations of each embodiment described below are not limited to being applied individually, but can also be applied in combination with the configurations of other embodiments.

(1)前述の実施形態の改良として、図6、図7に示すように、削り落とし具10において、本体部11に削り板13が着脱自在に取り付けられてもよい。 (1) As an improvement to the above-described embodiment, as shown in FIGS. 6 and 7, in the scraping tool 10, a scraping plate 13 may be detachably attached to the main body portion 11.

図6に示す例では、削り落とし具10に、固定式の1つの削り板13Aと、着脱式の1つの削り板13Bとの二種の削り板13が備えられ、着脱式の1つの削り板13Bを本体部11に対して取り付けたり、取り外したりすることで、削り板13の数を変更することができる。そのため、1つの削り板13Aにて防水層1の除去対象部位1Aを削り落とす使用形態(図6(a)参照)と、底面視で十字状をなす二つの削り板13A,13Bにて防水層1の除去対象部位1Aを削り落とす使用形態(図6(b)、図6(c)参照)とを任意に選択することができる。 In the example shown in FIG. 6, the scraping tool 10 is equipped with two types of scraping plates 13: one fixed scraping plate 13A and one removable scraping plate 13B. The number of scraping plates 13 can be changed by attaching or removing 13B from the main body 11. Therefore, there are two usage modes in which one scraping plate 13A is used to scrape off the part 1A to be removed of the waterproof layer 1 (see FIG. 6(a)), and two scraping plates 13A and 13B forming a cross shape when viewed from the bottom are used to scrape off the waterproof layer 1. It is possible to arbitrarily select a mode of use in which the removal target part 1A of 1 is scraped off (see FIGS. 6(b) and 6(c)).

削り板13Bを本体部11に対して着脱自在とする着脱機構としては、各種の構成を採用可能であるが、以下のような構成を採用することもできる。
例えば、本体部11の先端部11Aの周壁部には、本体部11の開口部11aから内部に削り板13Bを差し込むためのスリット11cが形成される。また、着脱式の削り板13Bの板幅方向(図中の左右方向)の中間部には、固定式の削り板13aを差し込むためのスリット13bが形成される。更に、削り板13Bの板幅方向の両端部には、本体部11の開口部11aから内部に削り板13Bを差し込んだ状態で、本体部11の周壁部の外側でスリット11cの周縁部に当接する位置保持板部13cが形成される。
Although various configurations can be adopted as the attachment/detachment mechanism for attaching and detaching the scraping plate 13B to and from the main body portion 11, the following configurations can also be adopted.
For example, a slit 11c is formed in the peripheral wall of the tip end 11A of the main body 11 for inserting the cutting board 13B into the main body 11 through the opening 11a. Further, a slit 13b into which a fixed type scraping plate 13a is inserted is formed in the intermediate portion of the removable scraping plate 13B in the width direction (left and right direction in the figure). Further, at both ends of the scraping plate 13B in the plate width direction, with the scraping plate 13B inserted into the inside through the opening 11a of the main body 11, there are provided abutment on the peripheral edge of the slit 11c on the outside of the peripheral wall of the main body 11. A contacting position holding plate portion 13c is formed.

このようにすれば、防水層除去工程において、着脱式の1つの削り板13Bを本体部11に取り付け、二つの削り板13A,13Bにて防水層1の除去対象部位1Aを削り落とす使用形態を選択した場合でも、削り落とし具10の本体部11の先端部11Aを防水層1の除去対象部位1Aに押し当てた状態では、着脱式の削り板13Bが本体部11の先端部11Aから脱落することはなく、二つの削り板13A,13Bにて防水層1の除去対象部位1Aを削り落とすことができる。 In this way, in the waterproof layer removal process, one removable scraping plate 13B is attached to the main body part 11, and the removal target portion 1A of the waterproof layer 1 is scraped off using the two scraping plates 13A and 13B. Even if selected, the detachable scraping plate 13B will fall off from the tip 11A of the main body 11 when the tip 11A of the main body 11 of the scraping tool 10 is pressed against the removal target area 1A of the waterproof layer 1. Without any problem, the removal target portion 1A of the waterproof layer 1 can be scraped off using the two scraping plates 13A and 13B.

図7に示す例では、削り落とし具10に、1つの削り板13(全ての削り板13の一例)が着脱自在に取り付けられる。よって、この削り落とし具10は、全ての削り板13を本体部11から取り外すことで、断熱層切り抜き工程にて断熱層3の切り抜き対象部位3Aを切り抜くための切り抜き具30として機能させることができる。削り板13Dを本体部11に対して着脱自在とする着脱機構としては、各種の構成を採用可能であるが、上述した削り板13Bと同様の構成を採用することができる。 In the example shown in FIG. 7, one scraping plate 13 (an example of all the scraping plates 13) is detachably attached to the scraping tool 10. Therefore, by removing all the scraping plates 13 from the main body 11, this scraping tool 10 can function as a cutting tool 30 for cutting out the target section 3A of the heat insulating layer 3 in the heat insulating layer cutting process. . Although various configurations can be adopted as the attachment/detachment mechanism for attaching and detaching the scraping plate 13D to the main body portion 11, a configuration similar to that of the scraping plate 13B described above can be adopted.

そして、防水層除去工程(図3参照)では、図7(b)、図7(c)に示すように、削り落とし具10の本体部11に削り板13Dを取り付け、回転操作具T1により削り落とし具10の回転操作部12を操作して削り落とし具10の本体部11を回転させる状態で、削り落とし具10の本体部11の先端部11Aを防水層1の除去対象部位1Aに押し付けることで、本体部11の内部の先端側の削り板13Dの先端縁部13dにて防水層1の除去対象部位1Aを削り落とすことができる。 Then, in the waterproof layer removal step (see FIG. 3), as shown in FIGS. 7(b) and 7(c), a scraping plate 13D is attached to the main body 11 of the scraping tool 10, and the scraping plate 13D is removed using the rotary operation tool T1. Pressing the tip 11A of the main body 11 of the scraping tool 10 against the removal target portion 1A of the waterproof layer 1 while rotating the main body 11 of the scraping tool 10 by operating the rotation operation part 12 of the removing tool 10. Then, the removal target portion 1A of the waterproof layer 1 can be scraped off with the tip edge 13d of the scraping plate 13D on the tip side inside the main body portion 11.

また、断熱層切り抜き工程(図5参照)では、図7(a)に示すように、削り落とし具10の本体部11から全ての削り板13Dを取り外し、回転操作具T1により切り抜き具30の回転操作部12を操作して切り抜き具30の本体部11を回転させる状態で、切り抜き具30の本体部11の先端部11Aを、防水層1が除去されて外部に露出している断熱層3の切り抜き対象部位3Aに押し付けることで、当該削り落とし具10を切り抜き具30として機能させ、当該本体部11の先端部11Aの開口縁部11bにて断熱層3の切り抜き対象部位3Aを切り抜いて貫通穴を形成することができる。 In addition, in the heat insulation layer cutting step (see FIG. 5), as shown in FIG. While rotating the main body 11 of the cutter 30 by operating the operation part 12, the tip 11A of the main body 11 of the cutter 30 is inserted into the heat insulating layer 3 exposed to the outside after the waterproof layer 1 has been removed. By pressing against the cut-out target area 3A, the scraping tool 10 functions as a cut-out tool 30, and the cut-out target area 3A of the heat insulating layer 3 is cut out with the opening edge 11b of the tip 11A of the main body 11 to form a through hole. can be formed.

なお、図6、図7では、1つの削り板13が本体部11に着脱自在に取付けられる場合を例に示したが、勿論、複数の削り板13が本体部11に着脱自在に取り付けられてもよい。
また、本体部11から削り板13を取り外して使用する場合には、本体部11の先端部11Aの周壁部に形成されたスリット11cを埋めるためのスリット埋め部材等が取り付けられてもよい。
Although FIGS. 6 and 7 show an example in which one sharpening plate 13 is detachably attached to the main body 11, it is of course possible to attach a plurality of sharpening plates 13 to the main body 11 in a detachable manner. Good too.
Further, when the scraping plate 13 is removed from the main body 11 and used, a slit filling member or the like may be attached to fill the slit 11c formed in the peripheral wall of the tip 11A of the main body 11.

1 防水層
1A 除去対象部位
2 防水下地
3 断熱層
3A 切り抜き対象部位
10 落とし具
11 本体部
11A 先端部
11a 開口部
11b 開口縁部
12 回転操作部
13 削り板
20 削孔具
30 切り抜き具
A 下孔
X 筒軸芯

1 Waterproof layer 1A Part to be removed 2 Waterproof base 3 Heat insulating layer 3A Part to be cut out 10 Dropper 11 Main body part 11A Tip part 11a Opening part 11b Opening edge 12 Rotating operation part 13 Scraping plate 20 Drilling tool 30 Cutting tool A Pilot hole X Cylinder axis

Claims (7)

既設の防水層が上面側に敷設された既設の防水下地にアンカーを取り付けるための下孔を形成するアンカー用下孔形成方法であって、
前記防水層における前記防水下地の下孔形成予定箇所の直上部位及びその周囲部位からなる除去対象部位を削り落とし具にて削り落とす防水層除去工程と、
前記防水層除去工程の実行後、前記防水下地の前記下孔形成予定箇所を削孔具にて削孔して下孔を形成する防水下地削孔工程と、が備えられるアンカー用下孔形成方法。
A method for forming a pilot hole for an anchor, the method comprising: forming a pilot hole for attaching an anchor to an existing waterproof base on which an existing waterproof layer is laid on the upper surface side;
a waterproof layer removal step of using a scraping tool to scrape off a target area of the waterproof layer directly above the planned hole formation location of the waterproof base and surrounding areas;
A method for forming a pilot hole for an anchor, comprising: after performing the waterproof layer removing step, a waterproof base drilling step of forming a pilot hole by drilling a hole at the location where the pilot hole is to be formed in the waterproof base using a drilling tool. .
前記防水層と前記防水下地との間に既設の断熱層が備えられている場合において、
前記防水層除去工程の実行後で前記防水下地削孔工程の実行前に、前記断熱層における前記防水下地の前記下孔形成予定箇所の直上部位及びその周囲部位からなる切り抜き対象部位を切り抜き具にて切り抜いて貫通穴を形成する断熱層切り抜き工程が備えられる請求項1記載のアンカー用下孔形成方法。
In the case where an existing heat insulation layer is provided between the waterproof layer and the waterproof base,
After execution of the waterproof layer removal step and before execution of the waterproof base drilling step, use a cutting tool to cut out a target area of the waterproof base in the heat insulating layer, which is a portion immediately above the planned hole formation location and surrounding areas thereof. 2. The method for forming a pilot hole for an anchor according to claim 1, further comprising a step of cutting out a heat insulating layer to form a through hole.
前記削り落とし具には、外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で取り付けられる削り板とが備えられ、
前記防水層除去工程において、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端部を前記防水層の前記除去対象部位に押し付けることで、前記本体部の先端側の前記削り板にて前記防水層の前記除去対象部位を削り落とす請求項1又は2記載のアンカー用下孔形成方法。
The scraping tool includes a cylindrical main body portion having an opening at the distal end portion to be opened to the outside, a rotation operation portion for rotating the main body portion around the cylindrical axis, and a distal end inside the main body portion. and a scraping plate attached to the side to divide the opening,
In the waterproof layer removal step, the tip side of the main body is pressed against the removal target portion of the waterproof layer while rotating the main body by operating the rotation operation section. The method for forming a prepared hole for an anchor according to claim 1 or 2, wherein the portion to be removed of the waterproof layer is scraped off using the scraping plate.
前記削り落とし具において、前記削り板が前記本体部の先端部の開口縁部よりも前記本体部の内部側に引退した位置に配置される請求項3記載のアンカー用下孔形成方法。 4. The method for forming a pilot hole for an anchor according to claim 3, wherein in the scraping tool, the scraping plate is disposed at a position recessed toward the inside of the main body rather than the opening edge of the distal end of the main body. 前記削り落とし具において、1又は複数の前記削り板が着脱自在に取り付けられる請求項3又は4記載のアンカー用下孔形成方法。 5. The method for forming a pilot hole for an anchor according to claim 3, wherein in the scraping tool, one or more of the scraping plates are detachably attached. 前記削り落とし具には、外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で着脱自在に取り付けられる削り板とが備えられ、
前記削り落とし具は、全ての前記削り板を取り外した状態で前記切り抜き具として機能するように構成され、
前記防水層除去工程では、前記削り板を前記本体部に取り付け、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端部を前記防水層の前記除去対象部位に押し付けることで、前記本体部の内部の先端側の前記削り板にて前記防水層の前記除去対象部位を削り落とし、
前記断熱層切り抜き工程では、全ての前記削り板を前記本体部から取り外し、前記回転操作部を操作して前記本体部を回転させる状態で、前記本体部の先端部を前記断熱層の前記除去対象部位に押し付けることで、前記切り抜き具として、前記本体部の先端部の開口縁部にて前記断熱層の前記切り抜き対象部位を切り抜いて前記貫通穴を形成する請求項2記載のアンカー用下孔形成方法。
The scraping tool includes a cylindrical main body portion having an opening at the distal end portion to be opened to the outside, a rotation operation portion for rotating the main body portion around the cylindrical axis, and a distal end inside the main body portion. a scraping plate that is detachably attached to the side and divides the opening;
The scraping tool is configured to function as the cutting tool when all the scraping plates are removed,
In the waterproof layer removal step, the scraping plate is attached to the main body, and while the rotation operation unit is operated to rotate the main body, the tip of the main body is attached to the part of the waterproof layer to be removed. By pressing, the portion to be removed of the waterproof layer is scraped off with the scraping plate on the tip side inside the main body portion;
In the heat insulating layer cutting step, all the scraping plates are removed from the main body, and while the rotation operation unit is operated to rotate the main body, the tip of the main body is removed from the heat insulating layer. 3. Forming a pilot hole for an anchor according to claim 2, wherein the cutting tool is used to cut out the target part of the heat insulating layer at the opening edge of the tip of the main body part by pressing against the part to form the through hole. Method.
請求項1~6のいずれか1項に記載のアンカー用下孔形成方法に用いられる削り落とし具であって、
外部開放させる開口部を先端部に有する円筒状の本体部と、前記本体部を筒軸芯周りで回転操作するための回転操作部と、前記本体部の内部の先端側に前記開口部を分断する状態で取り付けられる削り板とが備えられる削り落とし具。
A scraping tool used in the method for forming a pilot hole for an anchor according to any one of claims 1 to 6,
a cylindrical main body having an opening at its tip to be opened to the outside; a rotation operating section for rotating the main body around a cylinder axis; and a divided opening on the internal tip side of the main body. A scraping tool that is equipped with a scraping plate that can be attached in a state where the scraper is attached.
JP2020132891A 2020-08-05 2020-08-05 Anchor pilot hole forming method and scraping tool used therein Active JP7416421B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020132891A JP7416421B2 (en) 2020-08-05 2020-08-05 Anchor pilot hole forming method and scraping tool used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020132891A JP7416421B2 (en) 2020-08-05 2020-08-05 Anchor pilot hole forming method and scraping tool used therein

Publications (2)

Publication Number Publication Date
JP2022029561A JP2022029561A (en) 2022-02-18
JP7416421B2 true JP7416421B2 (en) 2024-01-17

Family

ID=80325021

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020132891A Active JP7416421B2 (en) 2020-08-05 2020-08-05 Anchor pilot hole forming method and scraping tool used therein

Country Status (1)

Country Link
JP (1) JP7416421B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023032966A1 (en) 2021-08-31 2023-03-09 株式会社吉野工業所 Trigger-type liquid sprayer

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013177737A (en) 2012-02-28 2013-09-09 Lonseal Corp Waterproof sheet fixing structure and fixing method
JP2013238049A (en) 2012-05-15 2013-11-28 Aaki Yamade Kk Fixing screw member installation method
JP6261819B1 (en) 2016-05-12 2018-01-17 三菱電機株式会社 Semiconductor device and manufacturing method of semiconductor device
JP2019132098A (en) 2018-02-02 2019-08-08 明和産業株式会社 Repair method of waterproof layer, jig for the same, and repaired waterproof layer

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0348986Y2 (en) * 1985-10-08 1991-10-18
JP6077261B2 (en) * 2012-10-12 2017-02-08 株式会社いけうち Removal method of covering materials
JP6501479B2 (en) * 2014-10-09 2019-04-17 アーキヤマデ株式会社 Waterproof sheet laying method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013177737A (en) 2012-02-28 2013-09-09 Lonseal Corp Waterproof sheet fixing structure and fixing method
JP2013238049A (en) 2012-05-15 2013-11-28 Aaki Yamade Kk Fixing screw member installation method
JP6261819B1 (en) 2016-05-12 2018-01-17 三菱電機株式会社 Semiconductor device and manufacturing method of semiconductor device
JP2019132098A (en) 2018-02-02 2019-08-08 明和産業株式会社 Repair method of waterproof layer, jig for the same, and repaired waterproof layer

Also Published As

Publication number Publication date
JP2022029561A (en) 2022-02-18

Similar Documents

Publication Publication Date Title
JP7416421B2 (en) Anchor pilot hole forming method and scraping tool used therein
CN206495501U (en) A kind of cast-in-place concrete floor reserving hole template
KR100746970B1 (en) Paving cutter for repairing and proofing manhole cover
JP2008088652A (en) Snow-melting equipment
CN111005443A (en) Construction method for punching and sticking insulation board of waterproof protection layer of basement outer wall
JP2005299367A (en) Crack repairing method of structure
JP5222345B2 (en) How to repair drainage
JP3108073B1 (en) Manhole repair method and repair device
JP4987913B2 (en) Gutter repair method
JP4199749B2 (en) Tunnel inner wall and tunnel inner wall repair method
JP2001355208A (en) Paving method
JP3812947B2 (en) How to repair tiled outer walls
JP3229255B2 (en) How to expose the waterproof layer
JP3911695B2 (en) Refurbishment method of existing fireproof coating using hard inorganic fireproof plate
JPS6294658A (en) Method for disassembling and releasing surface layer material of concrete
JPH0913591A (en) Fixing structure of waterproof layer
KR101270488B1 (en) Repair method and repair structure of fire resistive covering matereal
JP5513882B2 (en) Rehabilitation method of the groove superstructure of concrete groove and installation method of groove cover for concrete groove
JP3229254B2 (en) Cosmetic covering the skeleton of an existing concrete building and a method of removing the base mortar layer
JP2002242122A (en) Crushing method for concrete structure
JPH11141143A (en) Exposing method of building frame of existing concrete building covered with mortar layer, reinforcing method, repair method, and expansive agent removing method
JP5068013B2 (en) Repair method
JP3435493B2 (en) Concrete repair method and partial heating device for standing concrete wall
JP3652771B2 (en) Sharpening rotary blade around anchor bolt
JP3347989B2 (en) How to remove and replace window frames of existing concrete buildings

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230217

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20230217

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20230217

TRDD Decision of grant or rejection written
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20231130

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20231206

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20231222

R150 Certificate of patent or registration of utility model

Ref document number: 7416421

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150