JP4667058B2 - A tension device in the waterproof layer, a tension device mounting structure on the waterproof layer, and a tension device mounting method. - Google Patents

A tension device in the waterproof layer, a tension device mounting structure on the waterproof layer, and a tension device mounting method. Download PDF

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JP4667058B2
JP4667058B2 JP2005031367A JP2005031367A JP4667058B2 JP 4667058 B2 JP4667058 B2 JP 4667058B2 JP 2005031367 A JP2005031367 A JP 2005031367A JP 2005031367 A JP2005031367 A JP 2005031367A JP 4667058 B2 JP4667058 B2 JP 4667058B2
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waterproof layer
base
main body
tension device
anchor bolt
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常雄 田島
良昭 後藤
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田島ルーフィング株式会社
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本願発明は、屋上、陸屋根等の既存防水層上にロープ、針金その他を掛け止めるための引張装置を設置するための技術に関し、詳しくは新規な引張装置、これを用いて強固な防水性を維持しえる防水層上における引張装置取り付け構造ならびに引張装置の取り付け工法に関するものである。   The present invention relates to a technique for installing a tension device for hooking a rope, wire or the like on an existing waterproof layer such as a rooftop or a flat roof, and in particular, a novel tension device, and maintains a strong waterproof property using the tension device. The present invention relates to a tensioning device mounting structure on a waterproof layer and a tensioning device mounting method.

建築物の屋上、陸屋根、バルコニー等に敷設した既存の防水層上でなんらかの作業を必要とする場合、作業自体あるいは作業用の資材等を係止したり、あるいはアンテナ、ポールその他の設置物を固定掛止するための支点ないしは拠点が必要となることが多い。
そしてこのような支点ないしは拠点は安全性の見地から防水層を含んでその下地に打ち込んだアンカーボルト等に強固に固定される必要がある。
When some work is required on the existing waterproof layer laid on the rooftop, flat roof, balcony, etc. of the building, the work itself or work materials are locked, or the antenna, pole, etc. are fixed In many cases, a fulcrum or a base for hanging is required.
Such a fulcrum or base needs to be firmly fixed to an anchor bolt or the like driven into the base including a waterproof layer from the viewpoint of safety.

しかしながら、防水層を通して下地にアンカーボルト等を打ち込むことは、事実上は非常に困難である。その理由は、従来から既存の防水層にいかなる形態でも孔を穿つことは防水信頼性を損なう惧れから禁忌事項とされているからである。したがって、従来は防水層上になんらかの支点ないしは拠点等が必要とされる場合は、防水層の形成前に下地上に設置固定しこれらを含めて防水層を被装する方法がとられている。 このため設置場所の自由性がなく、必要な場所に設置することができなかった。 However, it is actually very difficult to drive anchor bolts or the like into the base through the waterproof layer. The reason for this is that it has been conventionally contraindicated to perforate holes in any form in the existing waterproof layer because it may impair the waterproof reliability. Therefore, conventionally, when any fulcrum or base or the like is required on the waterproof layer, a method of installing and fixing the waterproof layer including these on the base before forming the waterproof layer is employed. For this reason, there was no freedom of installation location, and it was not possible to install it where it was necessary.

なお、本願発明と関連する技術が次の文献において開示されている。
特開2001−065079号公報
The technology related to the present invention is disclosed in the following document.
JP 2001-065079 A

本願発明が解決しようとする課題は次の通りである。
(1)既存防水層上にアンテナ、ポールその他の設置物を固定掛止するための支点ないしは拠点を既存防水層を通して打ち込んだアンカーボルトに連結固定して防水性能を損なうことなく必要に応じた所望の位置に設置すること。
(2)旧防水層上にさらに新規な防水層を重畳する手法による防水層補修工事を容易にする。
Problems to be solved by the present invention are as follows.
(1) A fulcrum or base for fixing antennas, poles and other installations on the existing waterproof layer is connected and fixed to anchor bolts driven through the existing waterproof layer, and desired as needed without impairing waterproof performance. Install in the position.
(2) The waterproof layer repair work by the method of superimposing a new waterproof layer on the old waterproof layer is facilitated.

本願発明は、屋上、屋根等の防水層上に設置してロープ、針金その他を掛け止めるための引張装置であって、基盤と、この基盤上に形成される本体部と、前記基盤との間で増設防水層を押圧挟持する押さえ手段と、ロープ、針金その他を掛け止めるために前記本体部に連結した係合手段とを具えるとともに、前記基盤の底面には防水層を通して下地に打ち込んだアンカーボルトに螺合するねじ孔を形成し、前記本体部の頂部には前記係合手段に螺合するねじ孔を形成し、さらに前記押さえ手段は前記本体部に嵌合されて基盤に固着したボルトにより基盤に締め付け連結して増設防水層を押圧挟持するように構成した防水層上における引張装置取り付け構造を提供して上記課題を解決する。 The present invention is a tensioning device for installing on a waterproof layer such as a rooftop, a roof, etc., and hooking a rope, a wire or the like, between the base, a main body formed on the base, and the base And an anchor that is driven through the waterproof layer on the bottom surface of the base. A screw hole to be screwed to the bolt is formed, a screw hole to be screwed to the engaging means is formed at the top of the main body portion, and the pressing means is fitted to the main body portion and fixed to the base Thus, the above-described problem is solved by providing a tensioning device mounting structure on a waterproof layer configured to be clamped and connected to the base to press and hold the additional waterproof layer .

本願発明はまた、以下の工程からなる防水層屋上、屋根の防水層上における引張装置取り付け工法を提供して上記課題を解決する。
(イ)防水層を有する下地に防水層を通してアンカーボルトを打ち込む工程、
(ロ) 防水層表面から突出したアンカーボルト周囲に第1防水層を増設するとともにアンカーボルト側部と増設した第1防水層との間にシーリングを施す工程、
(ハ) 請求項1記載の引張装置における本体部を有する基盤を前記アンカーボルトに螺合して締結する工程、
(ニ) 基盤および本体部の周囲を覆ってさらに第2防水層を張設するとともに、本体部と増設した第2防水層との間にシーリングを施す工程、
(ホ) 請求項1記載の引張装置における押さえ手段を前記基盤に嵌合するとともに基盤のボルトにより基盤に締め付け連結して増設した前記第1および第2防水層を押圧挟持する工程、
(へ)本体部のねじ孔に丸環等の係合手段を螺合する工程。
The present invention also solves the above problems by providing a tensioning device mounting method on the waterproof layer roof and roof waterproof layer comprising the following steps.
(A) a process of driving anchor bolts through the waterproof layer to the base having the waterproof layer;
(B) A step of adding a first waterproof layer around the anchor bolt protruding from the surface of the waterproof layer and sealing between the anchor bolt side and the increased first waterproof layer;
(C) a step of screwing and fastening the base having the main body in the tensioning device according to claim 1 to the anchor bolt;
(D) a step of covering the periphery of the base and the main body and further stretching the second waterproof layer, and performing sealing between the main body and the additional second waterproof layer;
(E) a step of pressing and clamping the first and second waterproof layers that are increased by fitting the pressing means in the tensioning device according to claim 1 to the base and tightening and connecting to the base with a base bolt;
( F) A step of screwing engagement means such as a circular ring into the screw hole of the main body.

引張装置において、基盤はステンレス材で構成し、形状は円盤が好ましい。本体部は基盤の中心位置に溶接されるステンレス材による円柱で形成し、その頂部と底部にはそれぞれねじ孔を具え、これらのねじ孔は水の浸入を防止するため互いに不連続とする。基盤上の本体部周辺には円弧状に等間隔で後述の押さえ手段を連結するためのボルトを3ないし4箇所程度溶接する。   In the tension device, the base is preferably made of stainless steel and the shape is preferably a disk. The main body portion is formed of a stainless steel cylinder welded to the center position of the base. The top portion and the bottom portion have screw holes, respectively, and these screw holes are discontinuous with each other in order to prevent water from entering. Around the body portion on the base, 3 to 4 bolts for connecting a pressing means to be described later are welded in an arc shape at equal intervals.

基盤に装着される押さえ手段は、基盤と同じ大きさの円盤形状にステンレス材で形成する。この円盤状の押さえ手段の中心には基盤の本体部に嵌合する円形開口を形成するとともに、基盤の前記ボルトに対応する位置にはボルトの貫通孔を形成する。基盤の径は125ミリ程度、本体部の径および高さはそれぞれ25ミリ、70ミリ程度に設定する。 The holding means attached to the base is formed of a stainless material in a disk shape having the same size as the base. A circular opening that fits into the main body of the base is formed at the center of the disk-shaped pressing means, and a through hole for the bolt is formed at a position corresponding to the bolt on the base. The base diameter is set to about 125 mm, and the main body diameter and height are set to about 25 mm and 70 mm, respectively.

引張装置は、施工面において防水層上に設置し、防水層の下地にアンカーボルトにより固定する。すなわち、既存防水層を通して任意の位置にアンカーボルトを下地に打ち込み、アンカーボルト周辺に新たな防水層を形成し、突出するアンカーボルト廻りにはシーリング材を充填する。   The tension device is installed on the waterproof layer on the construction surface, and is fixed to the base of the waterproof layer with anchor bolts. That is, anchor bolts are driven into the base at an arbitrary position through the existing waterproof layer, a new waterproof layer is formed around the anchor bolt, and a sealing material is filled around the protruding anchor bolt.

次いで、アンカーボルトと引張装置の基盤裏面のねじ孔とを螺合することにより固定した上、本体部を除き基盤とその周囲はさらに新たな防水層を重設し、本体部廻りはシーリング材を手当てする。 そして、押さえ手段の円形開口部を基盤上の本体部に嵌め合わせるとともに貫通孔に基盤表面に突出するボルトを通してナットを締結して押さえ手段と基盤とによりその間の防水層を押圧挟持させる。本体部頂部のねじ孔に丸環等の係合手段を螺合させる。 このように、アンカーボルトと既存防水層との間隙は二重、三重に防水対策が施されるからアンカーボルトの穿設による浸水の惧れはまったく無くなる。なお、上述の実施形態では、引張装置の構成部材をステンレスとしたが鉄材、塩ビ鋼板その他の金属材で形成してもよい。 Next, the anchor bolt and the screw hole on the back side of the base of the tensioning device are fixed by screwing together, and a new waterproof layer is placed on the base and its surroundings except for the main body, and a sealing material is placed around the main body. Take care. Then, the circular opening of the pressing means is fitted to the main body on the base, and a nut is fastened to the through hole through a bolt projecting from the surface of the base, and the waterproof layer is pressed and held between the pressing means and the base. Engaging means such as a round ring is screwed into the screw hole at the top of the main body. In this way, since the gap between the anchor bolt and the existing waterproof layer is double or triple waterproof, there is no possibility of inundation due to the drilling of the anchor bolt. In the above-mentioned embodiment, although the constituent member of the tension device is stainless steel, it may be formed of iron material, PVC steel plate or other metal material.

図面に基づいて本願発明の1実施例を説明する。図1,2は屋上、屋根等の防水層上に設置してロープ、針金その他を掛け止めるための引張装置の構成を示す分解斜視図ならびに本体部の断面図である。引張装置は基盤と、この基盤上に形成される本体部と、前記基盤との間で増設防水層を押圧挟持する押さえ手段と、ロープ、針金その他を掛け止めるために前記本体部に連結した係合手段とを具えている。
図1において、1はステンレス材により円盤形状に形成された基盤で、この基盤1の中心開口部には円柱状の本体部2がその底部を基盤底部と同一となるように嵌め込まれている。また、1a、1a、1aは基板1上の本体部2周りに同心状に等間隔で設けられた4本のボルトで、うち1本は不図示となっている。これらのボルト1aは基盤1に溶接固定されている。
An embodiment of the present invention will be described with reference to the drawings. FIGS. 1 and 2 are an exploded perspective view and a cross-sectional view of a main body showing a configuration of a tensioning device that is installed on a waterproof layer such as a rooftop or a roof and hooks a rope, a wire or the like. The tension device includes a base, a main body formed on the base, a pressing means for pressing and holding the additional waterproof layer between the base, and a coupling connected to the main body for hooking a rope, a wire, and the like. With a means.
In FIG. 1, reference numeral 1 denotes a base formed in a disk shape from a stainless material, and a cylindrical main body 2 is fitted into the center opening of the base 1 so that the bottom thereof is the same as the bottom of the base. Reference numerals 1a, 1a, and 1a are four bolts concentrically provided at equal intervals around the main body 2 on the substrate 1, one of which is not shown. These bolts 1 a are fixed to the base 1 by welding.

3は、押さえ手段であり、基盤1と同材・同形状に形成され中心位置には基盤1の本体部2を貫通させるための開口部3aが形成され、さらにこの開口部3a廻りには基盤1の前記4本のボルトに対応する位置に4個の貫通孔3bが形成されている。 Reference numeral 3 denotes a pressing means, which is formed in the same material and shape as the base 1, and has an opening 3a for penetrating the main body 2 of the base 1 at the center position. Further, the base 3 is provided around the opening 3a. Four through holes 3b are formed at positions corresponding to the four bolts.

図2は前記本体部2の断面図であり、図において、2aは防水層下地に打ち込んだ後述のアンカーボルトに螺合するねじ孔、2bは頂部に形成され後述の係合手段としての丸環等を螺合するねじ孔である。各ねじ孔2a、2bは互いに不連続でありねじ孔2bを介しての雨水等による防水層内側への侵笥水を防止するようにしてある。 FIG. 2 is a cross-sectional view of the main body 2. In FIG. 2, 2a is a screw hole that is screwed into an anchor bolt, which will be described later, driven into the waterproof layer base, and 2b is a round ring formed at the top as an engaging means, which will be described later. These are screw holes for screwing together. The screw holes 2a and 2b are discontinuous with each other and prevent water from entering the waterproof layer due to rain water or the like through the screw holes 2b.

図3は、前記引張装置に係る防水層における取り付け構造の1実施例を示す一部断面図である。図において4は既存防水層5を通してコンクリート下地6に打ち込んだアンカーボルトである。
このアンカーボルト4の既存防水層5の表面における突出ねじ部分には基盤1裏面をなす本体部2の底面に形成した前記ねじ孔2aが螺合され基盤1はコンクリート下地6に連結固定されている。基盤11と前記押さえ手段3とは増設した防水層7を間にしてボルト1aおよびナット1bにより互いに締結されている。なお、実際には基盤1と既存防水層5との間にも防水層が増設されるが図3では省略し、後述の工法の説明で明らかにする。
FIG. 3 is a partial cross-sectional view showing an embodiment of a mounting structure in a waterproof layer according to the tension device. In the figure, reference numeral 4 denotes an anchor bolt driven into the concrete base 6 through the existing waterproof layer 5.
The screw holes 2a formed on the bottom surface of the main body 2 forming the back surface of the base 1 are screwed into the protruding screw portions on the surface of the existing waterproof layer 5 of the anchor bolt 4, and the base 1 is connected and fixed to the concrete base 6. . The base 11 and the pressing means 3 are fastened to each other by bolts 1a and nuts 1b with the added waterproof layer 7 in between. In practice, a waterproof layer is additionally provided between the base 1 and the existing waterproof layer 5, but it is omitted in FIG. 3 and will be clarified in the description of the construction method described later.

次に、図4ないし8により本願発明に係る防水層における引張装置取り付け工法の1実施例を説明する。まず、図4に示すようにアンカーボルト4を既防水層5のコンクリート下地6に打ち込み、次いで、図5のように既存防水層5上でアンカーボルト4周辺に第1部分防水層8を増設し、この防水層8上でアンカーボルト4周りにはシーリング9を形成する。 Next, one embodiment of the tension device attaching method in the waterproof layer according to the present invention will be described with reference to FIGS. First, as shown in FIG. 4, the anchor bolt 4 is driven into the concrete base 6 of the existing waterproof layer 5, and then the first partial waterproof layer 8 is added around the anchor bolt 4 on the existing waterproof layer 5 as shown in FIG. A sealing 9 is formed around the anchor bolt 4 on the waterproof layer 8.

上記の工程が完了した後、基盤1等をアンカーボルト4に連結する。 すなわち、図6に示すように本体部2裏面(基盤1裏面)のねじ孔2aをアンカーボルト4に合わせて基盤1をまわして前記両者を螺合固定させ、さらに図7に示すように基盤1の上から新規な防水層10を部分的に増設する。すなわち、本体部2周辺には前記第1部分防水層8、基盤1をも覆うようにさらなる第2部分防水層10が形成され、併せてこの部分防水層10上において本体部2廻りにはシーリング11が形成される。 After the above steps are completed, the base 1 and the like are connected to the anchor bolt 4. That is, as shown in FIG. 6, the screw hole 2a on the back surface of the main body 2 (the back surface of the base plate 1) is aligned with the anchor bolt 4 and the base plate 1 is turned to fix them together. Further, as shown in FIG. A new waterproof layer 10 is partially added from above. That is, a further second partial waterproof layer 10 is formed around the main body 2 so as to cover the first partial waterproof layer 8 and the base 1, and a sealing is provided around the main body 2 on the partial waterproof layer 10. 11 is formed.

図8は防水層における引張装置取り付け構造の完成状態を示す部分断面図である。すなわち、前記図7に示す状態で、図1に示すように抑え手段3を基盤1に被装し両者をボルト1a、ナット1bにより締結することにより前記第2部分防水層10、シーリング11を強固に押圧挟持するようにする。
この実施例では、押さえ手段3上において、本体部2廻りにシーリングを施していないが、さらに防水信頼性を高めるためにシーリングを施してもよい。本体部2頂部の前記ねじ孔2bには丸環12等の係合手段を螺合する。この丸環12にロープ等を係止することにより防水層5上に種々のものを安定的に留置したり、各種の作業における種々の態様の掛留め手段として機能する。そして、引張装置の設定場所は必要に応じて自在に選定できるのでその有用性は高いものがある。
以上のように、本願発明によれば既存防水層上の任意地点に汎用性を有する引張装置を防水性能を損なうことなく設置することができる。
FIG. 8 is a partial cross-sectional view showing a completed state of the tension device mounting structure in the waterproof layer. That is, in the state shown in FIG. 7, as shown in FIG. 1, the restraining means 3 is mounted on the base 1, and both the bolts 1a and nuts 1b are fastened to tighten the second partial waterproof layer 10 and the sealing 11 together. So that it is pressed.
In this embodiment, the sealing means 3 is not sealed around the main body 2 but may be sealed to further improve the waterproof reliability. Engaging means such as a round ring 12 is screwed into the screw hole 2b at the top of the main body 2. By locking a rope or the like to the circular ring 12, various things can be stably placed on the waterproof layer 5, or function as various types of hanging means in various operations. And since the setting place of a tension device can be chosen freely as needed, there is a thing with the high usefulness.
As described above, according to the present invention, a tensioning device having versatility can be installed at any point on the existing waterproof layer without impairing the waterproof performance.

引張装置の基盤および押さえ手段の1実施例に係る斜視図である。It is a perspective view which concerns on one Example of the base | substrate of a tension | pulling apparatus, and a pressing means. 基盤における本体部の1実施例に係る断面図である。It is sectional drawing which concerns on one Example of the main-body part in a base | substrate. 引張装置とこれの取り付け構造の1実施例に係る一部断面図である。It is a partial sectional view concerning one example of a tension device and its attachment structure. 引張装置取り付け工法の1実施例に係る第1工程説明図である。It is 1st process explanatory drawing which concerns on one Example of a tension apparatus attachment construction method. 引張装置取り付け工法の1実施例に係る第2工程説明図である。It is 2nd process explanatory drawing which concerns on 1 Example of a tension apparatus attachment construction method. 引張装置取り付け工法の1実施例に係る第3工程説明図である。It is 3rd process explanatory drawing which concerns on one Example of a tension device attachment construction method. 引張装置取り付け工法の1実施例に係る第4工程説明図である。It is 4th process explanatory drawing which concerns on one Example of a tension apparatus attachment construction method. 引張装置取り付け工法の1実施例に係る第5工程説明図である。It is 5th process explanatory drawing which concerns on one Example of a tension device attachment construction method.

1......基盤
2.....本体部
3.....押さえ手段
4.....アンカーボルト
5......既存防水層
6.....コンクリート下地
8.....増設防水層
9.....シーリング
10....増設防水層
11....シーリング
1 ... . . . . Base 2. . . . . Body part
3. . . . . Holding means 4. . . . . Anchor bolt 5. . . . . Existing waterproofing layer 6. . . . . Concrete foundation 8. . . . . Additional waterproof layer 9. . . . . Sealing 10. . . . Additional waterproof layer 11. . . . Sealing

Claims (2)

屋上、屋根等の防水層上に設置してロープ、針金その他を掛け止めるための引張装置であって、基盤と、この基盤上に形成される本体部と、前記基盤との間で増設防水層を押圧挟持する押さえ手段と、ロープ、針金その他を掛け止めるために前記本体部に連結した係合手段とを具えるとともに、前記基盤の底面には防水層を通して下地に打ち込んだアンカーボルトに螺合するねじ孔を形成し、前記本体部の頂部には前記係合手段に螺合するねじ孔を形成し、さらに前記押さえ手段は前記本体部に嵌合されて基盤に固着したボルトにより基盤に締め付け連結して増設防水層を押圧挟持するように構成したことを特徴とする防水層における引張装置。A tensioning device that is installed on a waterproofing layer such as a rooftop or a roof and holds ropes, wires, etc., and an additional waterproofing layer between the base, the main body formed on the base, and the base A pressing means for pressing and holding, and an engaging means connected to the main body for hooking a rope, a wire or the like, and a bottom surface of the base is screwed into an anchor bolt driven into a base through a waterproof layer A screw hole is formed on the top of the main body to be screwed into the engaging means, and the pressing means is fastened to the base by a bolt fitted to the main body and fixed to the base. A tensioning device for a waterproof layer, wherein the extension waterproof layer is configured to be pressed and clamped. 以下の工程からなる防水層屋上、屋根等の防水層上における引張装置取り付け工法。
(イ) 防水層を有する下地に防水層を通してアンカーボルトを打ち込む工程、
(ロ) 防水層表面から突出したアンカーボルト周囲に第1防水層を増設するとともにアンカーボルト側部と増設した第1防水層との間にシーリングを施す工程、
(ハ) 請求項1記載の引張装置における本体部を有する基盤を前記アンカーボルトに螺合して締結する工程、
(ニ) 基盤および本体部の周囲を覆ってさらに第2防水層を張設するとともに、本体部と増設した第2防水層との間にシーリングを施す工程、
(ホ) 請求項1記載の引張装置における押さえ手段を前記基盤に嵌合するとともに基盤のボルトにより基盤に締め付け連結して増設した前記第1および第2防水層を押圧挟持する工程、
(ヘ) 本体部のねじ孔に丸環等の係合手段を螺合する工程。
A tension device mounting method on a waterproof layer roof, roof or other waterproof layer comprising the following steps.
(A) a process of driving anchor bolts through the waterproof layer to the base having the waterproof layer;
(B) A step of adding a first waterproof layer around the anchor bolt protruding from the surface of the waterproof layer and sealing between the anchor bolt side and the increased first waterproof layer;
(C) a step of screwing and fastening the base having the main body in the tensioning device according to claim 1 to the anchor bolt;
(D) a step of covering the periphery of the base and the main body and further stretching the second waterproof layer, and performing sealing between the main body and the additional second waterproof layer;
(E) a step of pressing and clamping the first and second waterproof layers that are increased by fitting the pressing means in the tensioning device according to claim 1 to the base and tightening and connecting to the base with a base bolt;
(F) A step of screwing engagement means such as a circular ring into the screw hole of the main body.
JP2005031367A 2005-02-08 2005-02-08 A tension device in the waterproof layer, a tension device mounting structure on the waterproof layer, and a tension device mounting method. Expired - Fee Related JP4667058B2 (en)

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JP5236865B2 (en) * 2006-03-10 2013-07-17 田島緑化株式会社 A fixing device in the waterproof layer and a fixing device mounting structure on the waterproof layer.
JP4950773B2 (en) * 2007-06-07 2012-06-13 旭化成ホームズ株式会社 Flat roof support structure
JP6752563B2 (en) * 2015-10-06 2020-09-09 ロンシール工業株式会社 Repair support stand and repair waterproof structure and repair waterproof construction method using this
JP6752562B2 (en) * 2015-10-06 2020-09-09 ロンシール工業株式会社 Repair support stand and repair waterproof structure and repair waterproof construction method using this
JP7179277B2 (en) 2018-03-02 2022-11-29 港製器工業株式会社 Fixed support leg for piping

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0726450U (en) * 1993-10-29 1995-05-19 株式会社竹中工務店 Rope hook mounting structure
JP2000120236A (en) * 1998-10-12 2000-04-25 Taisei Corp Waterproofing work method for member penetrated through waterproof layer using cap
JP2001107401A (en) * 1999-10-07 2001-04-17 Shimizu Corp Intake device
JP2001227679A (en) * 2000-02-18 2001-08-24 Tsutsunaka Sheet Bosui Kk Piping outlet part peripheral structure for sheet waterproof structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0726450U (en) * 1993-10-29 1995-05-19 株式会社竹中工務店 Rope hook mounting structure
JP2000120236A (en) * 1998-10-12 2000-04-25 Taisei Corp Waterproofing work method for member penetrated through waterproof layer using cap
JP2001107401A (en) * 1999-10-07 2001-04-17 Shimizu Corp Intake device
JP2001227679A (en) * 2000-02-18 2001-08-24 Tsutsunaka Sheet Bosui Kk Piping outlet part peripheral structure for sheet waterproof structure

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