JP2017203337A - Rooftop waterproof construction method - Google Patents

Rooftop waterproof construction method Download PDF

Info

Publication number
JP2017203337A
JP2017203337A JP2016096933A JP2016096933A JP2017203337A JP 2017203337 A JP2017203337 A JP 2017203337A JP 2016096933 A JP2016096933 A JP 2016096933A JP 2016096933 A JP2016096933 A JP 2016096933A JP 2017203337 A JP2017203337 A JP 2017203337A
Authority
JP
Japan
Prior art keywords
fixing
base
fixing means
construction method
waterproof sheet
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.)
Granted
Application number
JP2016096933A
Other languages
Japanese (ja)
Other versions
JP6986829B2 (en
Inventor
泰之 石川
Yasuyuki Ishikawa
泰之 石川
治之 関根
Haruyuki Sekine
治之 関根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tajima Roofing Inc
Original Assignee
Tajima Roofing Inc
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=60322767&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JP2017203337(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Tajima Roofing Inc filed Critical Tajima Roofing Inc
Priority to JP2016096933A priority Critical patent/JP6986829B2/en
Publication of JP2017203337A publication Critical patent/JP2017203337A/en
Application granted granted Critical
Publication of JP6986829B2 publication Critical patent/JP6986829B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rooftop waterproof construction method which can be conducted without damaging a skeleton.SOLUTION: A rooftop waterproof construction method that forms a new waterproof layer by covering an existing waterproof layer 2 or a heat insulation layer on a roof floor of a building with a new waterproof sheet 4 comprises: a removal step of removing a prescribed construction part in an existing waterproof layer or a heat insulation layer and exposing a base; a fixing means installation step of installing fixing means 5 for fixing the new waterproof sheet, in the exposed base by a fixing method using adhesion; a step of refilling a place around the fixing means where the existing waterproof layer or the heat insulation layer is removed; and a new waterproof sheet installation step of covering the existing waterproof layer or the heat insulation layer with the new waterproof sheet and fixing the new waterproof sheet to the fixing means.SELECTED DRAWING: Figure 2

Description

本発明は、屋上の露出防水層を改修する際に、既存の防水層をそのままに、新たに防水層を施工する屋上防水施工方法に関する。   The present invention relates to a rooftop waterproofing construction method in which when a rooftop exposed waterproofing layer is repaired, a waterproofing layer is newly constructed while keeping the existing waterproofing layer intact.

従来、露出防水層を改修する際には、既存防水層を除去し、新たに防水層を施工する方法と、既存防水層を除去せずに、そのまま上から新規防水層を施工する方法がある。   Conventionally, when repairing an exposed waterproof layer, there are a method of removing the existing waterproof layer and constructing a new waterproof layer, and a method of constructing a new waterproof layer as it is without removing the existing waterproof layer. .

改修防水層の種別は、アスファルト防水、ウレタン防水、高分子系シート防水などと多岐に亘るが、既存防水層への固定方法は接着剤による非機械的固定方法と、機械的固定方法(例えば特許文献1)に大別される。   There are various types of waterproofing layers, such as asphalt waterproofing, urethane waterproofing, polymer sheet waterproofing, etc., but there are non-mechanical fixing methods using adhesives and mechanical fixing methods (for example, patents) It is roughly divided into the literature 1).

接着剤による固定方法では、接着剤の性能に負うところが大きく、特性上、強度を得るまでの接着剤の反応時間、乾燥時間が必要であり、直ちに所望の強度を得ることは困難である。   The fixing method using an adhesive largely depends on the performance of the adhesive. Due to the characteristics, the reaction time and drying time of the adhesive until the strength is obtained are required, and it is difficult to obtain a desired strength immediately.

一方、機械的固定方法では、即座に所望強度を得ることは可能であるが、躯体へビスなどを用いて固定するため、躯体側の損傷や、施工時の騒音、振動などの発生が課題であった。   On the other hand, with the mechanical fixing method, it is possible to obtain the desired strength immediately, but since fixing to the housing with a screw or the like, problems such as damage to the housing, noise during construction, vibration, etc. there were.

また、下地の種類、施工環境によっては、上記固定方法のうち、いずれかの固定方法に限定されてしまうことがある。なお、下地の例として、デッキ下地(例えば波形、あるいはフラット型の薄鋼板を用いて、鉄骨造りの床スラブの型枠を兼ねた床材)の防水工法は、そのほとんどがシート防水の機械的固定方法、すなわち、下地の穴あけ加工箇所に、固定金具を介してビスやボルトで締め付けて固定する方法による固定方法が多い。   Further, depending on the type of base and the construction environment, the fixing method may be limited to any one of the fixing methods. As examples of foundations, most of the waterproofing methods for deck foundations (for example, corrugated or flat steel sheets that also serve as the formwork of steel-framed floor slabs) are mechanically waterproof. There are many fixing methods such as a fixing method, that is, a method of fixing by fastening a screw or a bolt to a base hole drilling portion via a fixing metal fitting.

デッキ下地の防水層を改修する場合、既存の防水層の固定方法はシート防水機械的固定方法が大多数となるため、既存の防水層上より、再度、固定位置をずらし、機械的固定手段によりデッキ下地への固定が必須のものとなる。   When renovating the waterproof layer on the deck base, the majority of the existing waterproof layer fixing methods are sheet waterproofing mechanical fixing methods, so the fixing position is shifted again from the existing waterproof layer, and mechanical fixing means are used. Fixing to the deck base is essential.

デッキ構造の建物の用途は、工場及び商業施設がほとんどであるが、固定の際には、金属粉、騒音などの発生により、屋内側の厳重な養生処置が要求されるか、もしくは施設の稼働、営業停止を余儀なくされる。   The use of buildings with deck structures is mostly in factories and commercial facilities, but when fixed, due to the occurrence of metal powder, noise, etc., strict curing treatment on the indoor side is required, or facility operation You will be forced to suspend business.

RC下地への機械的固定方法による改修工事は、既存防水層の固定方法が機械的固定手段による方式が多いが、既存の機械的固定の箇所を避けて、別の箇所にその都度、ビスなどにより固定せざるを得ないため、躯体の損傷は増大してしまう。   For the repair work by mechanical fixing method to the RC base, there are many methods of fixing the existing waterproof layer by mechanical fixing means. However, avoiding the existing mechanical fixing part, each time, screw etc. Therefore, damage to the housing increases.

上記の課題を解決するために、特許文献2には、既存の防水層上に外装板材を敷設して、これらの外装板材状に防水シートを被覆して防水シートを被覆し、平坦な新規防水層を形成する、屋上防水施工方法において、既存防水層の所定の施工部位を除去して下地を露出させ、露出した下地に既存の防水層上に敷設される外装板材を連結して締め付け固定する締付式固定手段を設置する、屋上防水施工方法が開示されている。   In order to solve the above-mentioned problem, Patent Document 2 discloses that a flat new waterproof is provided by laying exterior sheet materials on an existing waterproof layer, covering the exterior sheet material with a waterproof sheet, and covering the waterproof sheet. In a rooftop waterproof construction method for forming a layer, a predetermined construction site of an existing waterproof layer is removed to expose the base, and an exterior board material laid on the existing waterproof layer is connected to the exposed base and tightened and fixed. A rooftop waterproofing construction method in which a fastening type fixing means is installed is disclosed.

特許文献2に示す屋上防水施工方法では、風によるシート膨れを、既存の防水層上に外装板材を敷設することで、防水シートにかかる水平力を減少させていた。しかしながら、外装板材を敷設することで屋根にかかる荷重が増加するという課題があった。   In the rooftop waterproofing construction method shown in Patent Document 2, the horizontal force applied to the waterproof sheet is reduced by laying an exterior plate material on the existing waterproof layer for the sheet bulging by the wind. However, there is a problem that the load applied to the roof increases by laying the exterior plate material.

特開平09−151574号公報Japanese Patent Laid-Open No. 09-151574 特開2012−031567号公報JP 2012-031567 A

本発明は、例えば新たに防水層を施工するにあたり、機械的固定方法のように躯体を損傷することなく施工することができ、機械的固定方法並みの初期強度が得られると共に屋根にかかる荷重を低減する、屋上防水施工方法を提供する。   For example, when a waterproof layer is newly constructed, the present invention can be constructed without damaging the housing as in the mechanical fixing method, and the initial strength equivalent to the mechanical fixing method can be obtained and the load applied to the roof can be reduced. Provide rooftop waterproofing construction method that reduces.

上記課題を解決するために、本発明の屋上防水施工方法は、建物屋上における既存防水層又は断熱層に、さらに新規の防水シートを被覆し新規防水層を形成する、屋上防水施工方法であって、既存防水層又は断熱層の所定の施工部位を除去して下地を露出させる除去工程と、露出した下地に、新規の防水シートを固定する固定手段を接着による固定方法によって設置する固定手段設置工程と、固定手段周囲の既存防水層又は断熱層の除去箇所を埋め戻す工程と、既存防水層又は断熱層に、新規の防水シートを被覆し、固定手段に新規の防水シートを固定する、新規防水シート設置工程と、を具備する。   In order to solve the above-mentioned problem, the roof waterproof construction method of the present invention is a roof waterproof construction method in which a new waterproof sheet is further formed on the existing waterproof layer or heat insulating layer on the building roof by covering with a new waterproof sheet. , A removal step of removing a predetermined construction site of the existing waterproof layer or heat insulating layer to expose the base, and a fixing means installation step of installing a fixing means for fixing the new waterproof sheet to the exposed base by a fixing method by adhesion And a step of refilling the removed portion of the existing waterproof layer or heat insulating layer around the fixing means, and covering the existing waterproof layer or heat insulating layer with a new waterproof sheet and fixing the new waterproof sheet to the fixing means. A sheet installation step.

本発明によれば、既存の防水層をそのままに、新たに防水層を施工するにあたり、新たな防水シートを固定するために、接着による固定方法により下地に設置される固定手段を採用している。そのため躯体の損傷、並びに騒音、切り粉、金属粉などが発生することはない。従って、屋内施設の使用を中断することなく、改修工事を進めることが可能となり、作業の効率化、及び工期の短縮化につながる。また、外装板材を敷設せず、固定手段により新規の防水シートを固定するため、屋根の荷重を軽減しつつ新規防水層を形成することができる。   According to the present invention, when a new waterproof layer is to be constructed without changing the existing waterproof layer, in order to fix a new waterproof sheet, a fixing means installed on the base is adopted by a fixing method by adhesion. . Therefore, the casing is not damaged, and noise, swarf and metal powder are not generated. Therefore, it is possible to proceed with the renovation work without interrupting the use of the indoor facility, leading to work efficiency and shortening the work period. Further, since the new waterproof sheet is fixed by the fixing means without laying the exterior plate material, the new waterproof layer can be formed while reducing the load on the roof.

本発明の実施形態にかかる屋上防水施工方法によって、防水処理を施す際の屋上構造物の一例を示す分解斜視図である。It is a disassembled perspective view which shows an example of the roof structure at the time of performing a waterproofing process with the roof waterproofing construction method concerning embodiment of this invention. 本発明の実施形態にかかる屋上防水施工方法によって、防水処理を施した屋上構造物と、その屋上構造物の要部の一例を示す、断面図である。It is sectional drawing which shows an example of the principal part of the roof structure which performed the waterproof process by the roof waterproofing construction method concerning embodiment of this invention, and the roof structure. 図1に示す屋上防水施工方法に用いられる締付式固定手段を示す外観斜視図である。It is an external appearance perspective view which shows the clamping type fixing means used for the roof waterproofing construction method shown in FIG. 図1に示す屋上防水施工方法に用いられる締付式固定手段の下地側固定部材を示す平面図である。It is a top view which shows the base | substrate side fixing member of the clamping type fixing means used for the roof waterproofing construction method shown in FIG. 図3aのIII−III線に沿った締付式固定手段の断面図である。3b is a cross-sectional view of the clamping type fixing means taken along line III-III in FIG. 締付式固定手段の別例を示す断面図である。It is sectional drawing which shows another example of a clamping type fixing means. 本発明の実施形態にかかる屋上防水工法施工方法において、既存防水層除去工程を説明するための工程説明図である。It is process explanatory drawing for demonstrating the existing waterproofing layer removal process in the rooftop waterproofing construction method construction method concerning embodiment of this invention. 本発明の実施形態にかかる屋上防水施工方法において、下地側固定部材を接着によって固定する締付式固定手段の下地側固定部材の設置工程を説明するための工程説明図である。It is process explanatory drawing for demonstrating the installation process of the foundation | substrate side fixing member of the clamping type fixing means which fixes a foundation | substrate side fixing member by adhesion | attachment in the roof waterproofing construction method concerning embodiment of this invention. 本発明の実施形態にかかる屋上防水施工方法において、既存防水層の除去箇所を埋め戻す工程を説明するための工程説明図である。It is process explanatory drawing for demonstrating the process of refilling the removal location of the existing waterproof layer in the rooftop waterproofing construction method concerning embodiment of this invention. 本発明の実施形態にかかる屋上防水施工方法において、締付式固定手段のシート側固定部材を設置する工程を説明するための工程説明図である。It is process explanatory drawing for demonstrating the process of installing the sheet | seat side fixing member of a fastening type fixing means in the roof waterproofing construction method concerning embodiment of this invention. 本発明の実施形態にかかる屋上防水施工方法により、新規の防水層を設置した場合を示す断面図である。It is sectional drawing which shows the case where a new waterproof layer is installed with the roof waterproofing construction method concerning embodiment of this invention.

以下、添付の図面に基づいて、本実施形態である、屋上構造物に対し、防水処理を施す屋上防水施工方法について説明する。   Hereinafter, a roof waterproofing construction method for waterproofing a roof structure according to the present embodiment will be described based on the attached drawings.

本実施形態の屋上防水施工方法は、防水処理対象が鉄骨造(S)の屋上の構造物を対象としている。防水対処理対象は、いわゆるコンクリート構造物、例えば、鉄筋コンクリート構造(RC)、鉄骨鉄筋コンクリート構造(SRC)、コンクリート充填鋼管構造(CFT)、補強コンクリートブロック造(CB)の屋上の構造物であってもよい。   In the roof waterproof construction method of the present embodiment, the waterproof treatment target is a steel structure (S) roof structure. The object to be treated against waterproofing may be a so-called concrete structure such as a reinforced concrete structure (RC), a steel reinforced concrete structure (SRC), a concrete-filled steel pipe structure (CFT), or a reinforced concrete block structure (CB) roof structure. Good.

すなわち、ここでは、屋上の構造物として、図1に示すように、躯体である鉄骨梁上に橋渡されたデッキ下地(一例として波形をした薄鋼板を用いて、鉄骨造りの床スラブの型枠を兼ねた床材、デッキプレートと称する場合がある)に被覆形成された防水層を想定している。かかる防水層、すなわち既存防水層2は、硬質のポリウレタンフォームやポリスチレンフォームを素材とする断熱材21(断熱層とも呼ぶ)と、かかる断熱材21に塩化ビニールシート等の防水シート22を被覆して構成している(図2参照)。   That is, here, as shown in FIG. 1, as a rooftop structure, a deck foundation (corrugated thin steel plate is used as an example to form a steel floor slab formwork bridged on a steel beam that is a frame. It is assumed that the waterproof layer is coated on a floor material that may also be used as a deck material). The waterproof layer, that is, the existing waterproof layer 2 is formed by covering a heat insulating material 21 (also referred to as a heat insulating layer) made of hard polyurethane foam or polystyrene foam, and covering the heat insulating material 21 with a waterproof sheet 22 such as a vinyl chloride sheet. (See FIG. 2).

デッキプレート1は、上述のように波形をした薄鋼板であり、所定幅の平坦な底部の谷部11と、平坦な頂部の山部12とを有し、山部12に防水層2における断熱材21が、機械固定手段であるビス3によって固定されている。ビス3は、頭部に樹脂で被覆されたディスクを介して断熱材21及びデッキプレート1の山部12を貫通させている。そして、断熱材21がデッキプレート1の山部12上にビス3で固定された上から、防水シート22が覆うように被覆されている。   The deck plate 1 is a corrugated thin steel plate as described above, and has a flat bottom valley portion 11 and a flat top peak portion 12 having a predetermined width, and heat insulation in the waterproof layer 2 on the peak portion 12. The material 21 is fixed by screws 3 which are machine fixing means. The screw 3 penetrates the heat insulating material 21 and the peak portion 12 of the deck plate 1 through a disk whose head is covered with resin. And after the heat insulating material 21 is fixed on the peak part 12 of the deck plate 1 with the screw | thread 3, it covers so that the waterproof sheet 22 may cover.

以上のようなデッキプレート1上の既存防水層2に対し、本実施形態では後述する施工方法によって施工された、既存防水層2を被覆する新規の防水シート4が積層される。   On the existing waterproof layer 2 on the deck plate 1 as described above, in this embodiment, a new waterproof sheet 4 that covers the existing waterproof layer 2 constructed by a construction method described later is laminated.

図2及び図3aに示すように締付式固定手段5(固定手段の一例)は、実質的に下地側固定部材51とシート側固定部材52とを具備する。   As shown in FIGS. 2 and 3 a, the fastening type fixing means 5 (an example of the fixing means) substantially includes a base side fixing member 51 and a sheet side fixing member 52.

下地側固定部材51は、板状の接着固定基盤51aと接着固定基盤51aに立設した締付調節手段を構成する連結ロッド51bとからなる(図3a参照)。接着固定基盤51aは、後述するが、デッキプレート1の山部12に接着剤6によって固定するようにしている。接着固定基盤51aは、接着強度を得るために、適切な底面面積を有している。また、図3cに示すように連結ロッド51bは、接着固定基盤51aに例えば溶接によって溶着されている。そして連結ロッド51bには、軸方向に沿って内側にめねじが螺刻されている。   The base-side fixing member 51 includes a plate-like adhesive fixing base 51a and a connecting rod 51b that constitutes a tightening adjusting means standing on the adhesive fixing base 51a (see FIG. 3a). As will be described later, the adhesive fixing base 51 a is fixed to the peak portion 12 of the deck plate 1 with the adhesive 6. The adhesive fixing base 51a has an appropriate bottom surface area in order to obtain adhesive strength. Further, as shown in FIG. 3c, the connecting rod 51b is welded to the adhesive fixing base 51a, for example, by welding. The connecting rod 51b is internally threaded with an internal thread along the axial direction.

また、接着固定基盤51aには、図3a〜図3bに示すように、連結ロッド51bの周囲に4つの穴部51cが形成されている。図2に示すように下地側固定部材51は、接着剤6によりデッキプレート1の山部12に固定されるが、接着剤6により必要な接着力を発現させるためには、接着剤6が接着固定基盤51aの裏面に満遍なく広がって塗布されている必要がある。作業者は穴部51cを通して接着剤6を視認することで、接着固定基盤51aの裏面に接着剤6が満遍なく塗布されていることを確認することができる。   In addition, as shown in FIGS. 3a to 3b, four holes 51c are formed around the connecting rod 51b in the adhesive fixing base 51a. As shown in FIG. 2, the base-side fixing member 51 is fixed to the peak portion 12 of the deck plate 1 by the adhesive 6, but in order for the adhesive 6 to develop a necessary adhesive force, the adhesive 6 is bonded. It is necessary to spread and apply evenly on the back surface of the fixed base 51a. The operator can confirm that the adhesive 6 is uniformly applied to the back surface of the adhesive fixing base 51a by visually recognizing the adhesive 6 through the hole 51c.

次に、シート側固定部材52は、図3a、図3cに示すように、例えば円盤形状のトッププレート52aと、中心軸に沿って垂下する、締付調節手段を構成するボルト52bとを有している。ボルト52bには、締付調節手段を構成する連結ロッド51bに螺入して締付固定できるように先端側に外ねじが螺刻されている。   Next, as shown in FIGS. 3a and 3c, the seat-side fixing member 52 includes, for example, a disk-shaped top plate 52a and a bolt 52b that constitutes a tightening adjusting unit that hangs down along the central axis. ing. The bolt 52b is threaded with an external thread on the tip side so that it can be screwed into the connecting rod 51b constituting the tightening adjusting means and fastened.

また、トッププレート52aは樹脂により被覆されており、新規の防水シート4を樹脂の溶着により固定することができる。   The top plate 52a is covered with a resin, and the new waterproof sheet 4 can be fixed by welding the resin.

締付式固定手段5は、図2に示すように隣接する既存防水層2を挟みつけるとともに、新規の防水シート4をシート側固定部材52に溶着することで固定する。別の固定方法として、シート側固定部材52のボルト52bを新規の防水シート4に貫通させ、新規の防水シート4を表面側(上側)からシート側固定部材52のトッププレート52aにより押圧することで、新規の防水シート4をシート側固定部材52で固定してもよい。   As shown in FIG. 2, the fastening type fixing means 5 clamps the adjacent waterproof layer 2 adjacent thereto and fixes the new waterproof sheet 4 by welding to the sheet side fixing member 52. As another fixing method, the bolt 52b of the seat side fixing member 52 is passed through the new waterproof sheet 4, and the new waterproof sheet 4 is pressed from the surface side (upper side) by the top plate 52a of the sheet side fixing member 52. The new waterproof sheet 4 may be fixed by the sheet-side fixing member 52.

また、本実施形態では接着固定基盤51aの直径R1を60mm、連結ロッド51bの直径R2を15mm、高さHを20mm、ボルト52bのボトル径をM10として作製している(図3c参照)。これは一例であり、それぞれの寸法は既存防水層の厚さや必要な強度に応じて変更されてよい。   In this embodiment, the diameter R1 of the adhesive fixing base 51a is 60 mm, the diameter R2 of the connecting rod 51b is 15 mm, the height H is 20 mm, and the bottle diameter of the bolt 52b is M10 (see FIG. 3c). This is an example, and the respective dimensions may be changed according to the thickness of the existing waterproof layer and the required strength.

また、図3dに示す締付式固定手段5aように、ボルト51dを用いて連結ロッド51bを接着固定基盤51aに固定してもよい。連結ロッド51bを接着固定基盤51aに溶接するほうが、ボルト51dで締結する場合よりも、ボルト52bを連結ロッド51bに螺入可能な範囲である、ねじ込み許容深さD(図3c、図3d参照)をより大きくすることができる。そのため、連結ロッド51bが溶接により固定された締付式固定手段5の方がより多くの既存の防水層の厚さに対応することができる。   Further, like the fastening type fixing means 5a shown in FIG. 3d, the connecting rod 51b may be fixed to the adhesive fixing base 51a by using a bolt 51d. When the connecting rod 51b is welded to the adhesive fixing base 51a, the allowable screwing depth D (see FIGS. 3c and 3d) is a range in which the bolt 52b can be screwed into the connecting rod 51b than when the connecting rod 51b is fastened with the bolt 51d. Can be made larger. Therefore, the fastening type fixing means 5 in which the connecting rod 51b is fixed by welding can cope with more existing waterproof layer thicknesses.

次に、デッキプレート1上の既存防水層2に対し、新規の防水シート4を積層して防水処理を施す、屋上構造物の屋上防水施工方法について説明する。   Next, a rooftop waterproofing construction method for a rooftop structure in which a new waterproof sheet 4 is laminated and waterproofed on the existing waterproof layer 2 on the deck plate 1 will be described.

先ず、図4aに示すように、施工図を基に既存防水層2を除去して下地、すなわち、デッキプレート1の山部12を露出させる除去工程を行う。この場合、デッキプレート1の山部12上の既存防水層2の断熱材21及び防水シート22を、適宜な工具によってくり抜くように除去し、デッキプレート1の山部12を、下地側固定部材51の接着固定基盤51aに比較して若干広い範囲で露出させる。これによって、締付式固定手段5を設置すべき箇所が確保される。   First, as shown in FIG. 4a, the existing waterproofing layer 2 is removed on the basis of the construction drawing, and a removal process is performed to expose the base, that is, the peak 12 of the deck plate 1. In this case, the heat insulating material 21 and the waterproof sheet 22 of the existing waterproof layer 2 on the peak portion 12 of the deck plate 1 are removed so as to be hollowed out with an appropriate tool, and the peak portion 12 of the deck plate 1 is removed from the ground side fixing member 51. It is exposed in a slightly wider range than the adhesive fixing base 51a. Thereby, the location where the fastening type fixing means 5 should be installed is secured.

次に、かかる露出した下地に、下地側固定部材51を固定する締付式固定手段の設置工程を接着によって行う(図4b参照)。この場合、デッキプレート1の露出した山部12と、下地側固定部材51の接着固定基盤51aの底面とに接着剤6を塗布し、適度な押圧力をかけて、接着固定基盤51aの底面を露出下地に押し付ける。その後、所定時間維持し、所望の接着強度を得る。これによって、接着固定基盤51aの中心に、締付調節手段を構成する連結ロッド51bを鉛直方向に向って立設状態とすることができる。   Next, an installation process of a fastening type fixing means for fixing the base-side fixing member 51 is performed on the exposed base by bonding (see FIG. 4b). In this case, the adhesive 6 is applied to the exposed peak portion 12 of the deck plate 1 and the bottom surface of the adhesive fixing base 51a of the base side fixing member 51, and an appropriate pressing force is applied so that the bottom surface of the adhesive fixing base 51a is covered. Press against the exposed ground. Thereafter, the desired adhesive strength is obtained by maintaining for a predetermined time. As a result, the connecting rod 51b constituting the tightening adjusting means can be set up in the vertical direction at the center of the adhesive fixing base 51a.

下地側固定部材51の接着固定基盤51aが露出下地に接着固定されたら、かかる接着固定基盤51a上に、断熱材21を埋め戻す工程を行う(図4c参照)。断熱材21の埋め戻しは、除去した防水層2の断熱材21をそのまま用いるか、別途新規の発泡ウレタンを使用して埋め戻してもよい。この場合、接着固定基盤51a中心の締付調節手段を構成する連結ロッド51bが確認できる状態で収容されるように、断熱材21が埋め戻される。   When the adhesive fixing base 51a of the base-side fixing member 51 is adhesively fixed to the exposed base, a step of backfilling the heat insulating material 21 on the adhesive fixing base 51a is performed (see FIG. 4c). The backfilling of the heat insulating material 21 may be performed by using the heat insulating material 21 of the removed waterproof layer 2 as it is or by using a new foamed urethane. In this case, the heat insulating material 21 is backfilled so that the connecting rod 51b constituting the tightening adjusting means at the center of the adhesive fixing base 51a can be accommodated.

そして、図4dに示すように、下地側固定部材51上に、シート側固定部材52のトッププレート52aを配置し、トッププレート52aの中心穴から中心軸に沿ってボルト52bを挿通する。そして、ボルト52bを、接着固定基盤51a中心の連結ロッド51bにねじ込んでいくことで、トッププレート52aを断熱材21及び既存の防水シート22に向って下降させて、締め付け固定することができる。   Then, as shown in FIG. 4d, the top plate 52a of the sheet side fixing member 52 is disposed on the base side fixing member 51, and the bolts 52b are inserted from the center hole of the top plate 52a along the center axis. Then, by screwing the bolt 52b into the connecting rod 51b at the center of the adhesive fixing base 51a, the top plate 52a can be lowered toward the heat insulating material 21 and the existing waterproof sheet 22 to be fastened and fixed.

このとき、トッププレート52a側のボルト52bをさらに、締付け調整することで、トッププレート52aの上面を、既存の防水シート22の上面に合わせることで、既存の防水層2と締付式固定手段5との段差を解消してもよい。   At this time, the bolt 52b on the top plate 52a side is further tightened to adjust the top surface of the top plate 52a to the top surface of the existing waterproof sheet 22, so that the existing waterproof layer 2 and the fastening type fixing means 5 are fixed. You may eliminate the step.

既存の防水シート22上に、新規の防水シート4を覆うように被せ、トッププレート52aと新規の防水シート4とを接着し、全体として略平坦な新規防水層を形成し、防水施工工程を完了する(図2参照)。なお、新規の防水シート4を被せる前に、既存の防水シート22にプライマーを塗布してもよい。   Cover the existing waterproof sheet 22 to cover the new waterproof sheet 4, and bond the top plate 52a and the new waterproof sheet 4 to form a new waterproof layer that is substantially flat as a whole, completing the waterproof construction process. (See FIG. 2). In addition, you may apply | coat a primer to the existing waterproof sheet 22 before covering the new waterproof sheet 4. FIG.

本実施形態では、下地に接着により固定された締付式固定手段5により新規の防水シート4を固定する。そのため、風による防水シート4の膨れにより垂直力及び水平力が締付式固定手段5にかかる可能性がある。締付式固定手段5をそのような垂直力及び水平力に抗することができるよう、締付式固定手段5を下地に固定する接着剤6に所定の性能を要する。具体的には、(1)耐久性に優れている(設計強度は1kNを基準とする)(2)硬化が早く最低16hで強度発現する(夕方4時〜翌朝8時まで)(3)ルーフデッキ上にある油面への接着性がよい、という3つの性能を満たす必要がある。   In this embodiment, the new waterproof sheet 4 is fixed by the fastening-type fixing means 5 fixed to the base by adhesion. Therefore, there is a possibility that vertical force and horizontal force are applied to the fastening type fixing means 5 due to the swelling of the waterproof sheet 4 due to wind. A predetermined performance is required for the adhesive 6 for fixing the fastening type fixing means 5 to the ground so that the fastening type fixing means 5 can resist such vertical and horizontal forces. Specifically, (1) Excellent durability (design strength is based on 1 kN) (2) Hardening is rapid and develops at least 16h (from 4pm to 8am) (3) Roof It is necessary to satisfy the three performances of good adhesion to the oil surface on the deck.

発明者らは上記の性能を満たす接着剤を選定するため、複数の市販のアクリル接着剤及びエポキシ接着剤を用いて、以下の水平繰り返し荷重試験を行った。
<試験機器> サーバルサー(島津製 繰り返し疲労試験機)
<試験条件>荷重 水平方向に5Hz 1kN⇔0knを10.8万回繰り返す。
上記試験の結果、繰り返し荷重に対しては、アクリル接着剤を用いた場合、変性アクリルであり、ゴム分が多く含まれているアクリル接着剤が10.8万回の水平繰り返し荷重試験をクリアした。エポキシ接着剤を用いた場合、弾性エポキシであり、ゴム分が多く含まれているエポキシ接着剤が10.8万回の水平繰り返し荷重試験をクリアした。この試験により、発明者らは、締付式固定手段5を固定するアクリル接着剤として、(1)変性アクリルである、(2)接着剤中にゴム分を多く含むということが有効であるという知見を得た。また、発明者らは、締付式固定手段5を固定するエポキシ接着剤として、(1)弾性エポキシである、(2)接着剤中にゴム分を多く含むということが有効であるという知見を得た。
In order to select an adhesive satisfying the above performance, the inventors conducted the following horizontal repeated load test using a plurality of commercially available acrylic adhesives and epoxy adhesives.
<Test equipment> Sercer (Shimadzu repeated fatigue tester)
<Test conditions> Load Repeat 5Hz 1kN⇔0kn in the horizontal direction 108,000 times.
As a result of the above test, when the acrylic adhesive was used for the repeated load, the acrylic adhesive which was a modified acrylic and contained a large amount of rubber cleared the horizontal repeated load test of 108,000 times. . When the epoxy adhesive was used, the epoxy adhesive which was an elastic epoxy and contained a large amount of rubber cleared the horizontal repeat load test of 108,000 times. From this test, the inventors say that it is effective that (1) modified acrylic, (2) the adhesive contains a large amount of rubber as an acrylic adhesive for fixing the fastening type fixing means 5. Obtained knowledge. In addition, the inventors have found that it is effective to use (1) an elastic epoxy as an epoxy adhesive for fixing the fastening type fixing means 5 and (2) to contain a large amount of rubber in the adhesive. Obtained.

また、発明者らは、上記試験で選定した接着剤に対し、さらに以下の耐久性試験を行い、十分な耐久性能を有することを確認している。
<試験機器> オートグラフ(島津製 万能引張試験機AG2000)
<試験条件> 劣化条件 80℃、耐水40℃浸漬 引張速度100mm/分
上記試験の結果、接着剤をミックスノズルにて塗布した場合においては、下地の接着面にやすり掛けを行うことで、3M劣化後(耐水40℃、80℃)まで設計強度1kNの200%である2kN以上の強度を有することが分かった。
The inventors further conducted the following durability test on the adhesive selected in the above test, and confirmed that it has sufficient durability performance.
<Test equipment> Autograph (manufactured by Shimadzu, universal tensile testing machine AG2000)
<Test conditions> Degradation conditions 80 ° C., water resistant 40 ° C. immersion Tensile speed 100 mm / min As a result of the above test, when the adhesive was applied with a mix nozzle, 3M degradation was achieved by applying the adhesive to the underlying adhesive surface. It was found to have a strength of 2 kN or higher, which is 200% of the design strength of 1 kN until later (water resistance 40 ° C., 80 ° C.).

さらに、発明者らは、締付式固定手段5について、以下の繰り返し疲労試験を行い、性能の評価を行っている。
<試験機器> サーボパルサー(島津製 繰り返し疲労試験機)
<試験条件> 荷重 水平方向に5Hz 1kN⇔0knを10.8万回繰り返す。
<部材> ボルトサイズをM8とM10とした場合と、連結ロッドと接着固定基盤を溶接した場合(図3c参照)及びボルト締結した場合(図3d参照)と、をそれぞれ準備した。
試験結果として、ボルト52bのボルトサイズをM10とした場合、繰り返し疲労試験をクリアした。また、発明者らはこの構成で、垂直、水平疲労試験を行い、引張強度は2kN以上であることを確認している。
Furthermore, the inventors have performed the following repeated fatigue tests on the fastening type fixing means 5 to evaluate the performance.
<Test equipment> Servo pulsar (Shimadzu repeated fatigue tester)
<Test conditions> Load Repeat 5Hz 1kN⇔0kn 108,000 times in the horizontal direction.
<Member> The case where the bolt size was M8 and M10, the case where the connecting rod and the adhesive fixing base were welded (see FIG. 3c), and the case where the bolt was fastened (see FIG. 3d) were prepared.
As a test result, when the bolt size of the bolt 52b was M10, the repeated fatigue test was cleared. In addition, the inventors conducted vertical and horizontal fatigue tests with this configuration, and confirmed that the tensile strength is 2 kN or more.

図1〜図4dに示す実施形態では既存の防水層2に対し新規の防水シート4を被覆していたが、新規の防水層を設置する際に、屋上防水施工方法を適用しても構わない。図5に新規の防水層2aを設置した場合の断面図を示している。新規の防水層2aを設置する場合、デッキプレート1に断熱材21a(断熱層)を配置した後、断熱材21aの所定の施工部位を除去して下地を露出(除去工程)させる。そして、露出したデッキプレート1の山部12(下地)に、締付式固定手段5を接着による固定方法によって設置する(固定手段設置工程)。その後、締付式固定手段5周囲の断熱層を除去した箇所を埋め戻す。断熱材21aに、新規の防水シート4aを被覆し、締付式固定手段5に新規の防水シート4aを固定する(新規防水シート設置工程)。新規の防水シート4aを締付式固定手段5に固定する方法は、図2に示す屋上防水施工方法と同様、隣接する断熱材21aを挟みつけるとともに、シート側固定部材52に新規の防水シート4aを溶着することで固定する。もしくは、シート側固定部材52のボルト52bを新規の防水シート4aに貫通させ、新規の防水シート4aを表面側(上側)からシート側固定部材52のトッププレート52aにより押圧することで行ってもよい。   In the embodiment shown in FIGS. 1 to 4 d, the existing waterproof layer 2 is covered with the new waterproof sheet 4, but when installing the new waterproof layer, the roof waterproof construction method may be applied. . FIG. 5 shows a cross-sectional view when a new waterproof layer 2a is installed. When installing the new waterproof layer 2a, after arrange | positioning the heat insulating material 21a (heat insulating layer) to the deck plate 1, the predetermined construction site | part of the heat insulating material 21a is removed and the foundation | substrate is exposed (removal process). Then, the fastening type fixing means 5 is installed on the exposed peak portion 12 (base) of the deck plate 1 by a fixing method by adhesion (fixing means installation step). Thereafter, the portion where the heat insulating layer around the fastening type fixing means 5 is removed is backfilled. The new waterproof sheet 4a is covered on the heat insulating material 21a, and the new waterproof sheet 4a is fixed to the fastening type fixing means 5 (new waterproof sheet installing step). The method for fixing the new waterproof sheet 4a to the fastening type fixing means 5 is similar to the roof waterproofing method shown in FIG. It is fixed by welding. Alternatively, the bolt 52b of the seat-side fixing member 52 may be passed through the new waterproof sheet 4a, and the new waterproof sheet 4a may be pressed from the surface side (upper side) by the top plate 52a of the sheet-side fixing member 52. .

新規の防水層2aを設置する際、締付式固定手段5の一部を挿入できるよう断熱材21aの一部を予め除去しておき、締付式固定手段5を下地に接着による固定方法によって設置した後に断熱材21aを配置してもよい。この場合、締付式固定手段5を断熱材21より先に設置するため、除去する部分は締付式固定手段5の連結ロッド51b及びボルト52bが挿入可能な大きさでよい。断熱材21aの設置は、除去された部分に締付式固定手段5の連結ロッド51bを挿入して行う(断熱層設置工程)。その後、断熱材21aに新規の防水シート4aを被覆し、締付式固定手段5に新規の防水シート4aを固定する。   When the new waterproof layer 2a is installed, a part of the heat insulating material 21a is removed in advance so that a part of the fastening type fixing means 5 can be inserted, and the fastening type fixing means 5 is fixed to the ground by a fixing method. You may arrange | position the heat insulating material 21a after installing. In this case, since the fastening type fixing means 5 is installed before the heat insulating material 21, the portion to be removed may be a size that allows the connecting rod 51b and the bolt 52b of the fastening type fixing means 5 to be inserted. The heat insulating material 21a is installed by inserting the connecting rod 51b of the fastening type fixing means 5 into the removed portion (heat insulating layer installing step). Thereafter, the new waterproof sheet 4 a is covered with the heat insulating material 21 a, and the new waterproof sheet 4 a is fixed to the fastening type fixing means 5.

また、図2及び図5に示す実施形態では、新規の防水シート4、4aを、シート側固定部材52により固定しているが、新規の防水シート4、4aを、既存防水層2又は新規の防水層2aの断熱材21aに接着剤を塗布して固定してもよい。また、新規の防水シート4、4aを、既存防水層2又は新規の防水層2aの断熱材21aに粘着剤付きのシートを貼り付けることで固定してもよい。   In the embodiment shown in FIGS. 2 and 5, the new waterproof sheets 4 and 4 a are fixed by the seat-side fixing member 52, but the new waterproof sheets 4 and 4 a are replaced with the existing waterproof layer 2 or the new waterproof layer 2. An adhesive may be applied and fixed to the heat insulating material 21a of the waterproof layer 2a. Moreover, you may fix the new waterproof sheet 4 and 4a by sticking the sheet | seat with an adhesive to the existing waterproof layer 2 or the heat insulating material 21a of the new waterproof layer 2a.

以上のように、本実施形態によれば、既存の防水層をそのままに、新たに防水層を施工するにあたり、新たな防水層を構成する新規の防水シートを固定するために、機械的固定方法を採用しているわけではないので躯体の損傷、並びに騒音、切り粉、金属粉などが発生することはなく、屋内側への厳重な養生処置をする必要はない。また、外装板材を敷設しないため、屋根に掛かる荷重を軽減させることができる。したがって、屋内施設の使用を中断することなく、改修工事を進めることが可能となり、作業の効率化、及び工期の短縮化につながる。   As described above, according to the present embodiment, when a new waterproof layer is newly constructed without changing the existing waterproof layer, a mechanical fixing method is used to fix the new waterproof sheet constituting the new waterproof layer. Is not adopted, so there will be no damage to the chassis, noise, swarf, metal powder, etc., and there is no need for strict curing treatment indoors. Moreover, since an exterior board | plate material is not laid, the load concerning a roof can be reduced. Therefore, it is possible to proceed with the renovation work without interrupting the use of the indoor facility, which leads to work efficiency and shortening the work period.

1 デッキプレート
11 谷部
12 山部
2 既存防水層
2a 新規の防水層
21、21a 断熱材(断熱層)
22 防水シート
3 ビス
4、4a 新規の防水シート
5、5a 締付式固定手段
51 下地側固定部材
51a 接着固定基盤
51b 連結ロッド
51c 穴部
51d ボルト
52 シート側固定部材
52a トッププレート
52b ボルト
DESCRIPTION OF SYMBOLS 1 Deck plate 11 Valley part 12 Mountain part 2 Existing waterproof layer 2a New waterproof layer 21, 21a Thermal insulation (heat insulation layer)
22 Waterproof sheet 3 Screw 4, 4a New waterproof sheet 5, 5a Clamping fixing means 51 Base side fixing member 51a Adhesive fixing base 51b Connecting rod 51c Hole 51d Bolt 52 Sheet side fixing member 52a Top plate 52b Bolt

Claims (9)

建物屋上における既存防水層又は断熱層に、さらに新規の防水シートを被覆し新規防水層を形成する、屋上防水施工方法であって、
前記既存防水層又は断熱層の所定の施工部位を除去して下地を露出させる除去工程と、
前記露出した下地に、前記新規の防水シートを固定する固定手段を接着による固定方法によって設置する固定手段設置工程と、
前記固定手段周囲の前記既存防水層又は断熱層の除去箇所を埋め戻す工程と、
前記既存防水層又は断熱層に、前記新規の防水シートを被覆し、前記固定手段に前記新規の防水シートを固定する、新規防水シート設置工程と、
を具備することを特徴とする屋上防水施工方法。
A roof waterproof construction method for forming a new waterproof layer by coating a new waterproof sheet on the existing waterproof layer or heat insulating layer on the building roof,
Removal step of removing the predetermined construction site of the existing waterproof layer or heat insulating layer to expose the base,
A fixing means installation step of installing a fixing means for fixing the novel waterproof sheet on the exposed base by a fixing method by adhesion;
Backfilling the removed portion of the existing waterproofing layer or heat insulating layer around the fixing means;
A new waterproof sheet installation step of covering the existing waterproof layer or the heat insulating layer with the new waterproof sheet and fixing the new waterproof sheet to the fixing means;
The roof waterproof construction method characterized by comprising.
建物屋上の下地に断熱層を設置し、前記断熱層に新規の防水シートを被覆し防水層を形成する、屋上防水施工方法であって、
前記防水シートを固定する固定手段の少なくとも一部を挿入するために、前記断熱層の一部を除去する除去工程と、
前記下地に、前記固定手段を接着による固定方法によって設置する固定手段設置工程と、
前記断熱層の除去された部分に前記固定手段の少なくとも一部を挿入して、前記断熱層を設置する断熱層設置工程と、
前記断熱層に、前記新規の防水シートを被覆し、前記固定手段に前記新規の防水シートを固定する、新規防水シート設置工程と、
を具備することを特徴とする屋上防水施工方法。
It is a rooftop waterproofing construction method in which a heat insulating layer is installed on the base of the building roof, and the waterproof layer is formed by covering the heat insulating layer with a new waterproof sheet,
A removal step of removing a part of the heat insulating layer in order to insert at least a part of a fixing means for fixing the waterproof sheet;
A fixing means installation step of installing the fixing means on the base by a fixing method by bonding;
Inserting at least a part of the fixing means into the removed part of the heat insulating layer, and installing the heat insulating layer,
A novel waterproof sheet installation step of covering the heat insulation layer with the novel waterproof sheet and fixing the novel waterproof sheet to the fixing means;
The roof waterproof construction method characterized by comprising.
前記接着による固定方法は、アクリル系接着剤により前記固定手段を前記下地に接着する固定方法である、請求項1又は2に記載の屋上防水施工方法。   The roof waterproofing construction method according to claim 1 or 2, wherein the fixing method by bonding is a fixing method in which the fixing means is bonded to the base with an acrylic adhesive. 前記アクリル系接着剤の主成分は変性アクリルである、請求項3に記載の屋上防水施工方法。   The roof waterproofing construction method according to claim 3, wherein the main component of the acrylic adhesive is modified acrylic. 前記アクリル系接着剤はゴム分を含む、請求項3又は4に記載の屋上防水施工方法。   The rooftop waterproofing construction method according to claim 3 or 4, wherein the acrylic adhesive contains a rubber component. 前記接着による固定方法は、エポキシ系接着剤により前記固定手段を前記下地に接着する固定方法である、請求項1又は2に記載の屋上防水施工方法。   The roof waterproofing construction method according to claim 1 or 2, wherein the fixing method by bonding is a fixing method in which the fixing means is bonded to the base with an epoxy adhesive. 前記エポキシ系接着剤の主成分は弾性エポキシである、請求項6に記載の屋上防水施工方法。   The rooftop waterproofing construction method according to claim 6, wherein a main component of the epoxy adhesive is an elastic epoxy. 前記エポキシ系接着剤はゴム分を含む、請求項6又は7に記載の屋上防水施工方法。   The rooftop waterproofing construction method according to claim 6 or 7, wherein the epoxy adhesive includes a rubber component. 前記固定手段は、前記露出した下地に接着する下地側固定部材と、前記下地側固定部材と連結すると共に前記新規の防水シートに接着するシート側固定部材と、を備え、
前記下地側固定部材は、板状の接着固定基盤と、前記接着固定基盤から立設すると共に前記シート側固定部材と連結する連結ロッドと、を備え、
前記連結ロッドは前記接着固定基盤に溶接又はボルトにより固定される、請求項1から8の何れか一項に記載の屋上防水施工方法。
The fixing means includes a base-side fixing member that adheres to the exposed base, and a sheet-side fixing member that connects to the base-side fixing member and adheres to the new waterproof sheet,
The base-side fixing member includes a plate-like adhesive fixing base, and a connecting rod that stands from the adhesive fixing base and is connected to the sheet-side fixing member,
The roof waterproofing construction method according to any one of claims 1 to 8, wherein the connecting rod is fixed to the adhesive fixing base by welding or bolts.
JP2016096933A 2016-05-13 2016-05-13 Rooftop waterproof construction method Active JP6986829B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016096933A JP6986829B2 (en) 2016-05-13 2016-05-13 Rooftop waterproof construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016096933A JP6986829B2 (en) 2016-05-13 2016-05-13 Rooftop waterproof construction method

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2020201075A Division JP7030943B2 (en) 2020-12-03 2020-12-03 Rooftop waterproof construction method

Publications (2)

Publication Number Publication Date
JP2017203337A true JP2017203337A (en) 2017-11-16
JP6986829B2 JP6986829B2 (en) 2021-12-22

Family

ID=60322767

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016096933A Active JP6986829B2 (en) 2016-05-13 2016-05-13 Rooftop waterproof construction method

Country Status (1)

Country Link
JP (1) JP6986829B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018013026A (en) * 2016-07-11 2018-01-25 三ツ星ベルト株式会社 Heat-insulating waterproof structure, heat insulation work tool, and heat-insulating waterproof method

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5312123A (en) * 1976-07-20 1978-02-03 Lonseal Kogyo Kk Method of incorporating waterproof sheet
JPS5839446A (en) * 1981-09-02 1983-03-08 三菱重工業株式会社 Copper or copper alloy sheet panel and method of pasting said panel to steel structure
JPH09151574A (en) * 1995-11-30 1997-06-10 Lonseal Corp Board for fixing waterproof sheet, foundation structure for fixing waterproof sheet and mechanical fixing method of waterproof sheet
JP2001193229A (en) * 2000-01-06 2001-07-17 Tsutsunaka Sheet Bosui Kk Heat-insulating waterproof structure of suface of metal plate in building
JP2007315169A (en) * 2006-04-27 2007-12-06 Mitsuboshi Belting Ltd Heat-insulating waterproof repair method and repair structure
JP2012031567A (en) * 2010-07-28 2012-02-16 Tajima Roofing Inc Roof floor waterproof construction method
JP2012046738A (en) * 2010-07-29 2012-03-08 Dainippon Printing Co Ltd Adhesive composition and method of manufacturing thermosetting adhesive sheet
JP2015113669A (en) * 2013-12-13 2015-06-22 ロンシール工業株式会社 Fixing structure for waterproof sheet and reinforcing material used therefor

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5312123A (en) * 1976-07-20 1978-02-03 Lonseal Kogyo Kk Method of incorporating waterproof sheet
JPS5839446A (en) * 1981-09-02 1983-03-08 三菱重工業株式会社 Copper or copper alloy sheet panel and method of pasting said panel to steel structure
JPH09151574A (en) * 1995-11-30 1997-06-10 Lonseal Corp Board for fixing waterproof sheet, foundation structure for fixing waterproof sheet and mechanical fixing method of waterproof sheet
JP2001193229A (en) * 2000-01-06 2001-07-17 Tsutsunaka Sheet Bosui Kk Heat-insulating waterproof structure of suface of metal plate in building
JP2007315169A (en) * 2006-04-27 2007-12-06 Mitsuboshi Belting Ltd Heat-insulating waterproof repair method and repair structure
JP2012031567A (en) * 2010-07-28 2012-02-16 Tajima Roofing Inc Roof floor waterproof construction method
JP2012046738A (en) * 2010-07-29 2012-03-08 Dainippon Printing Co Ltd Adhesive composition and method of manufacturing thermosetting adhesive sheet
JP2015113669A (en) * 2013-12-13 2015-06-22 ロンシール工業株式会社 Fixing structure for waterproof sheet and reinforcing material used therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018013026A (en) * 2016-07-11 2018-01-25 三ツ星ベルト株式会社 Heat-insulating waterproof structure, heat insulation work tool, and heat-insulating waterproof method

Also Published As

Publication number Publication date
JP6986829B2 (en) 2021-12-22

Similar Documents

Publication Publication Date Title
JP5576207B2 (en) Installation foundation and its construction method
JP5591008B2 (en) Rooftop waterproofing method
JP6027458B2 (en) Waterproof support structure and support anchor
JP2010242412A (en) Mount fixing method, mount, and mount fixing system
JP2017203337A (en) Rooftop waterproof construction method
JP7030943B2 (en) Rooftop waterproof construction method
JP6027389B2 (en) Foundation structure built using the frame of an existing structure
JP6965663B2 (en) Building foundation repair method and building foundation structure
CA2590516C (en) Method and apparatus for securing a scaffold to a building
JP5643608B2 (en) Fixing method and structure for rooftop installation
JP2020133193A (en) Insulation structure for rooftop and heat insulation and water-proof structure for rooftop
JP7249182B2 (en) WATERPROOF ROOF STRUCTURE, METHOD FOR REPAIRING WATERPROOF ROOF STRUCTURE, AND SEAL REINFORCEMENT
JP2015068046A (en) Waterproof structure and waterproof construction method of external floor
KR101936592B1 (en) Floor construction process for structure
JP5597090B2 (en) Installation method of solar power generation device
WO2016043689A1 (en) Carcass buildings, constructions made without crossbars
JP7400174B2 (en) Waterproofing method for structures
JP6704211B2 (en) Fixing structure of waterproof sheet and its repairing method
KR20160080619A (en) The Method For Repairing Joint Part Of Concrete Structure With Multi-Layer
JP6983465B2 (en) Repair structure of sheet waterproof structure and repair method of sheet waterproof structure
JP3983551B2 (en) Repair method of slate roof
JP6514947B2 (en) Construction method of waterproof structure and board connector used therefor
RU140536U1 (en) BUTT JOINT OF A GLASSED TYPE OF COMPOSITE MODULAR PILES AND HEADREST FOR SUCH PILES
US10435891B1 (en) Flooring system
JP7049961B2 (en) How to add equipment mount

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190226

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20200129

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200218

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200402

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20200929

C60 Trial request (containing other claim documents, opposition documents)

Free format text: JAPANESE INTERMEDIATE CODE: C60

Effective date: 20201203

C22 Notice of designation (change) of administrative judge

Free format text: JAPANESE INTERMEDIATE CODE: C22

Effective date: 20210511

C22 Notice of designation (change) of administrative judge

Free format text: JAPANESE INTERMEDIATE CODE: C22

Effective date: 20210817

C27B Notice of submission of publications, etc. [third party observations]

Free format text: JAPANESE INTERMEDIATE CODE: C2714

Effective date: 20210824

C13 Notice of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: C13

Effective date: 20210831

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210917

C23 Notice of termination of proceedings

Free format text: JAPANESE INTERMEDIATE CODE: C23

Effective date: 20211005

C03 Trial/appeal decision taken

Free format text: JAPANESE INTERMEDIATE CODE: C03

Effective date: 20211102

C30A Notification sent

Free format text: JAPANESE INTERMEDIATE CODE: C3012

Effective date: 20211102

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20211130

R150 Certificate of patent or registration of utility model

Ref document number: 6986829

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150