JP2014047464A - Structure and method for fitting hardware to corrosion protective surface of concrete structure - Google Patents

Structure and method for fitting hardware to corrosion protective surface of concrete structure Download PDF

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JP2014047464A
JP2014047464A JP2012188643A JP2012188643A JP2014047464A JP 2014047464 A JP2014047464 A JP 2014047464A JP 2012188643 A JP2012188643 A JP 2012188643A JP 2012188643 A JP2012188643 A JP 2012188643A JP 2014047464 A JP2014047464 A JP 2014047464A
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synthetic resin
resin material
protection surface
nut
anticorrosion protection
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JP6088766B2 (en
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Atsunori Negishi
敦規 根岸
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Hazama Ando Corp
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Hazama Ando Corp
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Abstract

PROBLEM TO BE SOLVED: To surely close a clearance between a corrosion protective surface of a concrete structure and a hardware installed in the corrosion protective surface.SOLUTION: A synthetic resin material in a position near a fitting part 11 of a step 1 continuing to the fitting part 11 and projecting from a corrosion protective surface 201 in a fitting state of the step 1 is threaded to provide a thread part 131. A nut 14 made of the same synthetic resin material as the corrosion protective surface and having a size and a shape capable of shielding a clearance between the corrosion protective surface 201 and the step 1 is fitted to the thread part 131. The nut 14 is brought into contact with the corrosion protective surface 201, and contact surfaces between the nut 14 and the corrosion protective surface 201 are fused to bind with each other by heat welding or ultrasonic welding and water-tightly joined to each other.

Description

本発明は、例えば、上下水道施設のコンクリート構造物の防食保護面に足掛金物を取り付ける場合等に用いるコンクリート構造物の防食保護面の金物取付構造及び方法に関する。   The present invention relates to a hardware mounting structure and method for a corrosion protection protective surface of a concrete structure used when, for example, a footrest hardware is attached to a corrosion protection protective surface of a concrete structure of a water and sewage facility.

一般に、上下水道施設のコンクリート構造物はその使用環境によって腐食等の劣化が生じやすい。
例えば、下水処理施設のマンホールがコンクリート構造物の場合、マンホールが接続される下水道に糞尿、洗剤、工業廃水等が流されており、これらの廃水から発生する硫化水素が微生物作用により硫酸となり、これによりマンホールの内壁面(コンクリート面)が腐食する。
そこで、このようなマンホールのコンクリート面を腐食から保護するために、一般に、コンクリート面を高密度ポリエチレンシート等の合成樹脂材(A)からなる防食シートで被覆することが行われている。かかる防食工法が例えば非特許文献1に示されている。
In general, concrete structures in water and sewage facilities are susceptible to deterioration such as corrosion depending on the usage environment.
For example, when the manhole in a sewage treatment facility is a concrete structure, manure, detergent, industrial wastewater, etc. are poured into the sewer to which the manhole is connected, and hydrogen sulfide generated from these wastewater becomes sulfuric acid by microbial action. This corrodes the inner wall (concrete surface) of the manhole.
Therefore, in order to protect the concrete surface of such a manhole from corrosion, generally, the concrete surface is covered with an anticorrosion sheet made of a synthetic resin material (A) such as a high-density polyethylene sheet. Such anticorrosion method is disclosed in Non-Patent Document 1, for example.

また、このような下水処理施設のコンクリート面には付帯設備として金物が設置されることが多い。
例えば、マンホールの内壁面には作業員等がマンホール内を昇降するために用いるステップ(足掛金物)が設置される。この場合、ステップはコ字形の金属製の芯材に合成樹脂材(B)からなる防食カバーを被覆したもので、心材の両端の所定の範囲がそれぞれマンホールの内壁面に固定される取付部でこの取付部にねじが切られており、これらの取付部間でコ字形に連続する中間部がマンホールの内壁面上に突出されるステップ本体になり、このステップ本体の外周面に既述の防食カバーが被覆される。このステップをマンホールの内壁面の防食シートで被覆された防食保護面に取り付ける場合、防食保護面の防食シートを貫通して躯体コンクリートに穴を開け、この穴に金物の取付部を薬剤(接着剤)を介して挿入し固着する。そして、防食保護面の防食シートとステップとの隙間をエポキシ樹脂等のパテで埋めて、腐食性物質の浸入を防ぎ躯体コンクリートの腐食を防止する。この種のマンホール用ステップが例えば特許文献1などに開示されている。
In addition, hardware is often installed as ancillary equipment on the concrete surface of such sewage treatment facilities.
For example, on the inner wall surface of the manhole, a step (foot metal) used by a worker or the like to move up and down in the manhole is installed. In this case, the step is a U-shaped metal core covered with a corrosion protection cover made of a synthetic resin material (B), and a predetermined range at both ends of the core material is an attachment portion fixed to the inner wall surface of the manhole. The mounting portion is threaded, and an intermediate portion that is U-shaped between these mounting portions becomes a step body that protrudes on the inner wall surface of the manhole. The cover is covered. When this step is attached to the anticorrosion protection surface covered with the anticorrosion sheet on the inner wall surface of the manhole, a hole is made in the concrete through the anticorrosion sheet of the anticorrosion protection surface, and the attachment part of the hardware is attached to the chemical (adhesive) ) To be inserted and fixed. Then, the gap between the anticorrosive sheet on the anticorrosive protective surface and the step is filled with a putty such as an epoxy resin to prevent the intrusion of corrosive substances and the corrosion of the concrete frame. This type of manhole step is disclosed in Patent Document 1, for example.

下水道施設のコンクリート構造物の腐食抑制技術および防食技術指針・同マニュアル(日本下水道事業団)Corrosion control technology and anti-corrosion technology guideline and manual for concrete structures in sewer facilities (Japan Sewerage Corporation) 特許第3819992号公報Japanese Patent No. 3819992

しかしながら、上記従来のステップ等金物の取り付け施工では、防食保護面の合成樹脂材(A)とこの合成樹脂材(A)と異なる合成樹脂材(B)に被覆された金物との隙間をエポキシ樹脂等のパテで埋めて、腐食性物質の浸入を防止するため、防食保護面の合成樹脂材(A)に既述のとおり高密度ポリエチレンを使用した場合に、このポリエチレンに対してエポキシ樹脂の接着力が十分でなく、施工後数年で剥がれて、防食保護面と金物との間に隙間が生じ、この隙間から腐食性物質が浸入してコンクリートを腐食させる、という問題がある。   However, in the conventional mounting of hardware such as steps, the gap between the synthetic resin material (A) of the anticorrosion protection surface and the hardware coated with the synthetic resin material (B) different from the synthetic resin material (A) is epoxy resin. When high-density polyethylene is used for the synthetic resin material (A) on the anti-corrosion protection surface to prevent the invasion of corrosive substances, the epoxy resin adheres to this polyethylene. There is a problem that the force is not sufficient, and it peels off in a few years after construction, and a gap is formed between the anticorrosion protection surface and the hardware, and a corrosive substance enters from this gap to corrode the concrete.

本発明は、このような従来の問題を解決するものであり、コンクリート構造物の合成樹脂材により防食被覆された防食保護面とこれに設置する金物との隙間をこの隙間を防ぐための部材を防食保護面に対して十分に密着させた状態で接合して水密に塞ぐことができ、腐食性物質の浸入を確実に防ぎコンクリートの腐食を防止することのできるコンクリート構造物の防食保護面の金物取付構造及び方法を提供すること、を目的とする。   The present invention solves such a conventional problem, and a member for preventing the gap between the anticorrosion protective surface coated with the synthetic resin material of the concrete structure and the hardware installed thereon is provided. Metal fittings for anti-corrosion protection surfaces of concrete structures that can be joined and sealed tightly against the anti-corrosion protection surface to reliably prevent the entry of corrosive substances and prevent corrosion of concrete. An object is to provide a mounting structure and method.

上記目的を達成するために、本発明は、コンクリート構造物の合成樹脂材により防食被覆された防食保護面に、当該防食保護面の合成樹脂材を貫通して躯体コンクリートに穴を穿設され、当該穴に金属製の芯材に合成樹脂材を被覆してなる金物の取付部が挿入固着されて、前記金物が取り付けられるコンクリート構造物の防食保護面の金物取付構造において、前記金物の前記取付部に連続し前記金物の取付状態で前記防食保護面から突出する前記取付部に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切られて形成されるねじ部と、前記ねじ部に螺合され、前記防食保護面と前記金物との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材からなる又は合成樹脂材を被覆されてなるナットと、を備え、前記防食保護面に固定された前記金物の前記ナットが前記防食保護面に接触され、前記ナット及び前記防食保護面の接触面間が融着により又は接着剤を介して、水密に接合される、ことを要旨とする。   In order to achieve the above-mentioned object, the present invention is provided with a hole in the concrete concrete that penetrates the synthetic resin material of the anticorrosion protection surface on the anticorrosion protection surface coated with the synthetic resin material of the concrete structure. In the hardware mounting structure of the anticorrosion protection surface of the concrete structure to which the mounting portion of the hardware formed by coating the synthetic resin material on the metal core material is inserted and fixed in the hole, the mounting of the hardware A threaded portion formed by screwing a synthetic resin material covering the proximity position at a position adjacent to the mounting portion that protrudes from the anticorrosion protection surface in a mounting state of the hardware in succession to the portion; A nut made of a synthetic resin material or coated with a synthetic resin material, and having a size and shape capable of shielding a gap between the anticorrosion protection surface and the hardware. On the protective surface The nut of the metal fitting thus determined is brought into contact with the anticorrosion protection surface, and the contact surface between the nut and the anticorrosion protection surface is joined in a watertight manner by fusion or via an adhesive. .

また、上記目的を達成するために、本発明は、コンクリート構造物の合成樹脂材により防食被覆された防食保護面に、当該防食保護面の合成樹脂材を貫通して躯体コンクリートに穴を開け、当該穴に金属製の芯材に合成樹脂材を被覆してなる金物の取付部を挿入し固着して、前記金物を取り付けるコンクリート構造物の防食保護面の金物取付方法において、前記金物の前記取付部に連続し前記金物の取付状態で前記防食保護面から突出する前記取付部に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切ってねじ部を設け、当該ねじ部に、前記防食保護面と前記金物との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材からなる又は合成樹脂材を被覆されてなるナットを取り付け、前記金物を前記防食保護面に固定した後、前記ナットを前記防食保護面に接触させて、前記ナット及び前記防食保護面の接触面間を融着により又は接着剤を介して、水密に接合する、ことを要旨とする。
この場合、ナットを防食保護面に対して熱溶着又は超音波溶着に適合する前記防食保護面の合成樹脂材と同じ又は異なる合成樹脂材により形成又は被覆し、前記ナットを前記防食保護面に熱溶着又は超音波溶着により融着することが好ましい。
また、ナットを防食保護面に対して所定の接着剤による接着に適合する前記防食保護面の合成樹脂材と同じ又は異なる合成樹脂材により形成又は被覆し、前記ナットを前記防食保護面に前記所定の接着剤を介して接着してもよい。
また、この場合、ナットと金物のねじ部との間にシール材を介在し、前記ナットと前記ねじ部との隙間を水密にシールすることが好ましい。
Further, in order to achieve the above object, the present invention provides a corrosion prevention protective surface coated with a synthetic resin material of a concrete structure with a hole in the concrete through the synthetic resin material of the corrosion protection protective surface, In the method of attaching a hardware to a corrosion-proof protective surface of a concrete structure to which a fitting portion made of a metal core covering a synthetic resin material is inserted and fixed in the hole, and fixing the hardware, the mounting of the hardware A screw portion is provided by cutting a synthetic resin material covering the proximity position at a position adjacent to the attachment portion that protrudes from the anticorrosion protection surface in a state where the hardware is attached to the screw portion, A nut made of a synthetic resin material or coated with a synthetic resin material having a size and shape capable of shielding a gap between the anticorrosion protection surface and the hardware is attached, and the hardware is fixed to the anticorrosion protection surface. , The nut is brought into contact with the corrosion protection surface, between the contact surfaces of the nut and the corrosion protection surface via fusion or by adhesive, to bond the watertightness, and summarized in that.
In this case, the nut is formed or covered with a synthetic resin material that is the same as or different from the synthetic resin material of the anticorrosion protection surface that is suitable for thermal welding or ultrasonic welding to the anticorrosion protection surface, and the nut is heated on the anticorrosion protection surface. It is preferable to fuse by welding or ultrasonic welding.
Further, the nut is formed or covered with a synthetic resin material that is the same as or different from the synthetic resin material of the anticorrosion protective surface adapted to adhere to the anticorrosion protective surface with a predetermined adhesive, and the nut is applied to the anticorrosion protective surface with the predetermined anticorrosion protective surface. You may adhere | attach through this adhesive agent.
In this case, it is preferable that a sealing material is interposed between the nut and the threaded portion of the hardware to seal the gap between the nut and the threaded portion in a watertight manner.

本発明のコンクリート構造物の防食保護面の金物取付構造及び方法によれば、金物の取付部に連続し金物の取付状態で防食保護面から突出する取付部に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切って設けたねじ部に、防食保護面と金物との間の隙間を遮蔽可能な大きさ及び形状を有する合成樹脂材からなる又は合成樹脂材を被覆されてなるナットを取り付け、このナットを防食保護面に接触させて、ナット及び防食保護面の接触面間を融着により又は接着剤を介して、水密に接合するようにしたので、コンクリート構造物の合成樹脂材により防食被覆された防食保護面とこれに設置する金物との隙間を、防食保護面に対してナットを十分に密着させた状態で接合して水密に塞ぐことができ、腐食性物質の浸入を確実に防ぎコンクリートの腐食を防止することができる、という本発明独自の格別な効果を奏する。   According to the metal attachment structure and method of the anticorrosion protection surface of the concrete structure of the present invention, the proximity position is covered at a position adjacent to the attachment portion protruding from the anticorrosion protection surface in the attachment state of the hardware in a state where the hardware is attached. A nut made of a synthetic resin material having a size and shape capable of shielding the gap between the anticorrosion protection surface and the hardware, or a nut formed by covering the synthetic resin material with a threaded portion provided on the synthetic resin material. Since the nut is brought into contact with the anticorrosion protection surface, and the contact surface between the nut and the anticorrosion protection surface is joined in a watertight manner by fusion or via an adhesive, the synthetic resin material of the concrete structure The anti-corrosion protection surface covered with anti-corrosion and the hardware to be installed on it can be sealed in a watertight state by joining the nuts to the anti-corrosion protection surface in a state where the nut is sufficiently adhered to prevent the entry of corrosive substances. Surely prevent It is possible to prevent corrosion of Nkurito achieves the present invention own particular effect that.

本発明によるコンクリート構造物の防食保護面の金物取付構造及び方法を示す図The figure which shows the hardware attachment structure and method of the anticorrosion protection surface of the concrete structure by this invention 同方法の作業工程を示す図Diagram showing the work process of this method 同構造及び方法に用いるステップの構成を示す図((a)は平面図(b)は側面図)The figure which shows the structure of the step used for the structure and method ((a) is a top view (b) is a side view) 同構造及び方法に用いるナットの構成を示す図((a)は正面図(b)は側面図)The figure which shows the structure of the nut used for the structure and method ((a) is a front view (b) is a side view) 同方法の作業工程の一部のイメージを示す図The figure which shows the image of a part of the work process of the method

次に、この発明を実施するための形態について図を用いて詳しく述べる。
なお、各実施の形態では、コンクリート構造物として下水処理施設のマンホールを例示し、金物としてステップ(足掛金物)を例示する。この場合、図1に示すように、マンホール2の内壁面(コンクリート面)は合成樹脂材(A)、この場合、高密度ポリエチレンからなる防食シート21で被覆され、コンクリート面を腐食から保護している。また、図3に示すように、ステップ1はコ字形の金属製の芯材に合成樹脂材(B)を被覆したもので、両端の所定の範囲がそれぞれマンホール2の内壁面に固定される取付部11でこの取付部11にねじが切られており、これら取付部11間でコ字形に連続する中間部がマンホール2の内壁面上に突出されるステップ本体12でこのステップ本体12の外周面に合成樹脂材(B)からなる防食カバー13が被覆されている。
Next, embodiments for carrying out the present invention will be described in detail with reference to the drawings.
In each embodiment, a manhole of a sewage treatment facility is illustrated as a concrete structure, and a step (foot hardware) is illustrated as a hardware. In this case, as shown in FIG. 1, the inner wall surface (concrete surface) of the manhole 2 is covered with a synthetic resin material (A), in this case, an anticorrosion sheet 21 made of high-density polyethylene to protect the concrete surface from corrosion. Yes. Also, as shown in FIG. 3, step 1 is a U-shaped metal core coated with a synthetic resin material (B), and a predetermined range at both ends is fixed to the inner wall surface of the manhole 2, respectively. The mounting portion 11 is threaded at the portion 11, and an intermediate portion continuous in a U-shape between the mounting portions 11 is projected on the inner wall surface of the manhole 2, and the outer peripheral surface of the step body 12 The anticorrosion cover 13 which consists of a synthetic resin material (B) is coat | covered.

(実施の形態1)
まず、図1から図5を用いて第1の実施の形態について説明する。
図1にこのコンクリート構造物の防食保護面の金物取付構造を示している。図1に示すように、この取付構造では、従来と同様に、マンホール2の合成樹脂材(A)からなる防食シート21で防食被覆された防食保護面201に、防食保護面201の合成樹脂材(A)を貫通して躯体コンクリート20にステップ固定用の穴22を穿設され、この穴22にステップ1の取付部11が接着剤23を介して挿入固着されて、ステップ1が取り付けられる。
そして、この取付構造では、特に、ステップ1の取付部11に連続しステップ1の取付状態で防食保護面201から突出する取付部11に近接する位置に当該近接位置を被覆する合成樹脂材(B)からなる防食カバー13にねじを切られて形成されるねじ部131と、このねじ部131に螺合され、防食保護面201とステップ1との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材(A)からなる又は合成樹脂材(A)を被覆されてなるナット14とを備え、防食保護面201に固定されたステップ1のナット14が防食保護面201に接触され、ナット14及び防食保護面201の接触面間が融着により、水密に接合される。
このステップ1の取付構造により、ステップ1のねじ部131のナット14が防食保護面201に対して十分に密着して接合され、このナット14により、防食保護面201とこれに設置するステップ1との隙間が水密に塞がれる。
(Embodiment 1)
First, a first embodiment will be described with reference to FIGS.
FIG. 1 shows the hardware mounting structure of the anticorrosion protection surface of this concrete structure. As shown in FIG. 1, in this mounting structure, the synthetic resin material of the anticorrosion protection surface 201 is applied to the anticorrosion protection surface 201 that is anticorrosion-coated with the anticorrosion sheet 21 made of the synthetic resin material (A) of the manhole 2 as in the conventional case. A step fixing hole 22 is formed in the concrete frame 20 through (A), and the mounting portion 11 of step 1 is inserted and fixed to the hole 22 via an adhesive 23 to attach step 1.
And in this attachment structure, the synthetic resin material (B which covers the said proximity position in the position which adjoins to the attachment part 11 which continues from the attachment part 11 of step 1 and protrudes from the anticorrosion protection surface 201 in the attachment state of step 1 in particular. ) And a screw portion 131 formed by being screwed into the anticorrosion cover 13, and a size and shape that can be screwed into the screw portion 131 and shield the gap between the anticorrosion protection surface 201 and step 1. A nut 14 made of a synthetic resin material (A) or coated with a synthetic resin material (A), the nut 14 of step 1 fixed to the anticorrosion protection surface 201 is brought into contact with the anticorrosion protection surface 201, The contact surfaces of the nut 14 and the anticorrosion protection surface 201 are joined in a watertight manner by fusion.
Due to the mounting structure of step 1, the nut 14 of the screw portion 131 of step 1 is sufficiently closely bonded to the anticorrosion protection surface 201, and the anticorrosion protection surface 201 and the step 1 installed on the anticorrosion protection surface 201 by this nut 14; The gap is closed watertight.

図2にこのコンクリート構造物の防食保護面の金物取付方法を示している。
図2に示すように、この取付方法では、まず、ステップ1の事前準備を行ってから、このステップ1の取付施工を行う。
FIG. 2 shows a hardware attachment method for the anticorrosion protection surface of the concrete structure.
As shown in FIG. 2, in this attachment method, first, the preparation in step 1 is performed first, and then the installation work in step 1 is performed.

ステップ1の事前準備においては、ステップ1の一部を加工し、このステップ1に使用するナット14を製作する。
図2において、ステップ1の加工では、ステップ1の取付部11に連続しステップ1の取付状態で防食保護面201から突出する取付部11に近接する位置に当該近接位置を被覆する合成樹脂材(B)にねじを切ってねじ部131を形成する。この場合、図3に示すように、ステップ1には金属製の心材の両端の取付部11間のコ字形に連続する中間部でマンホール2の内壁面上に突出されるステップ本体12に合成樹脂材(B)からなる防食カバー13が被覆されているので、この防食カバー13の両端から長さ5cm程度にこの防食カバー13の外形寸法が山になるようにねじを切る。
ナット14の製作では、ステップ1のねじ部131に螺合し、防食保護面201とステップ1との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材からなる又は合成樹脂材を被覆されてなるナット14を製作する。
この場合、防食保護面201の合成樹脂材(A)からなる防食シート21は熱可塑性樹脂であり、ナット14を防食保護面201に対して熱溶着又は超音波溶着するのに適する防食保護面201の合成樹脂材(A)と同じ合成樹脂材(A)により形成する。また、この場合、図4に示すように、ナット14を略円形とし、その外周面の相互に対向する面を平面状に形成してある。
なお、ここでは、ナット14を合成樹脂材(A)により製作するが、防食保護面201に対して熱溶着又は超音波溶着するのに適合する合成樹脂材であれば、ナット14を防食保護面201の合成樹脂材(A)と異なる合成樹脂材で形成してもよい。また、ナット14を他の材料で形成し、このナット14を合成樹脂材で被覆してもよい。ナット14を合成樹脂材で被覆する場合は、使用する合成樹脂材が防食保護面201に対して熱溶着又は超音波溶着するのに適合する合成樹脂材であれば、防食保護面201の合成樹脂材(A)と同じ又は異なる合成樹脂材のいずれでもよく、合成樹脂材をナットに一体的に被着すればよい。この場合、合成樹脂材をナット14全体に被覆してもよく、また、ナット14の少なくとも防食保護面201に対向する面等一部に被覆してもよい。
このようにしてステップ取付部11の近傍を加工してねじ部131を形成し、このねじ部131に螺合するナット14を防食保護面201の合成樹脂材(A)と同じ材料で製作して、ステップ1のねじ部131にナット14を螺合させて取り付ける。この場合、ステップ1のねじ部131にシールテープを巻き付ける等して、ナット14とステップ1のねじ部131との間にシール材を介在し、ナット14とねじ部131との隙間を水密にシールしておくことが好ましい。
In advance preparation of step 1, a part of step 1 is processed and the nut 14 used for this step 1 is manufactured.
In FIG. 2, in the processing of step 1, a synthetic resin material that covers the proximity position at a position adjacent to the mounting portion 11 that is continuous with the mounting portion 11 of step 1 and protrudes from the anticorrosion protection surface 201 in the mounting state of step 1. A screw part 131 is formed by cutting a screw in B). In this case, as shown in FIG. 3, in step 1, a synthetic resin is applied to the step main body 12 that protrudes on the inner wall surface of the manhole 2 at the intermediate portion that is continuous in a U-shape between the attachment portions 11 at both ends of the metal core. Since the anticorrosion cover 13 made of the material (B) is covered, the screws are cut from the both ends of the anticorrosion cover 13 so that the outer dimension of the anticorrosion cover 13 is a mountain about 5 cm in length.
In the production of the nut 14, the synthetic resin material or the synthetic resin material having a size and a shape that can be screwed into the screw portion 131 of Step 1 and shield the gap between the anticorrosion protection surface 201 and Step 1 is used. The coated nut 14 is manufactured.
In this case, the anticorrosion sheet 21 made of the synthetic resin material (A) of the anticorrosion protection surface 201 is a thermoplastic resin, and the anticorrosion protection surface 201 suitable for heat welding or ultrasonic welding of the nut 14 to the anticorrosion protection surface 201. The synthetic resin material (A) is the same as the synthetic resin material (A). Further, in this case, as shown in FIG. 4, the nut 14 has a substantially circular shape, and the surfaces of the outer peripheral surfaces thereof facing each other are formed in a flat shape.
Here, the nut 14 is manufactured from the synthetic resin material (A). However, if the synthetic resin material is suitable for thermal welding or ultrasonic welding to the anticorrosion protection surface 201, the nut 14 is protected from the anticorrosion protection surface. A synthetic resin material different from the synthetic resin material (A) 201 may be used. Further, the nut 14 may be formed of another material, and the nut 14 may be covered with a synthetic resin material. When the nut 14 is covered with a synthetic resin material, the synthetic resin of the anticorrosion protection surface 201 is used as long as the synthetic resin material used is a synthetic resin material suitable for thermal welding or ultrasonic welding to the anticorrosion protection surface 201. The synthetic resin material may be either the same as or different from the material (A), and the synthetic resin material may be integrally attached to the nut. In this case, the synthetic resin material may be coated on the entire nut 14, or at least a part of the nut 14 such as a surface facing the anticorrosion protection surface 201 may be coated.
In this way, the vicinity of the step attachment portion 11 is processed to form the screw portion 131, and the nut 14 screwed to the screw portion 131 is manufactured from the same material as the synthetic resin material (A) of the anticorrosion protection surface 201. The nut 14 is screwed onto the screw part 131 of step 1 and attached. In this case, a sealing material is interposed between the nut 14 and the screw part 131 of Step 1 by wrapping a seal tape around the screw part 131 of Step 1 to seal the gap between the nut 14 and the screw part 131 in a watertight manner. It is preferable to keep it.

図2において、ステップ1の取付施工では、マンホール2の内壁面を合成樹脂材(A)からなる防食シート21で被覆した後、図1に示すように、このマンホール2の防食シート21で防食被覆された内面に、この内面の防食シート21を貫通して躯体コンクリート20にステップ取付用の穴22を開ける。
次いで、この穴22にステップ固定用の接着剤23を添加して、この穴23にステップ取付部11を挿入し固着して、ステップ1を防食保護面201に取り付ける。なお、このステップ1の取り付けの際は、ステップ1のねじ部131上でナット14がステップ1の取付部11に対して進退可能になっているので、予め、ナット14をステップ1のねじ部131上でステップ1の取付部11に対して後退させてナット14と防食保護面201との間に隙間を設けておく。
そして、この接着剤23が固化し、ステップ1を防食保護面301に固定した後、ステップ1のねじ部131上でナット14を防食保護面201に向けて締め込み防食保護面201に接触させ、合成樹脂材(A)からなる防食保護面201とこの防食保護面201の合成樹脂材(A)と同じ合成樹脂材(A)からなるナット14の接触面間を融着させて一体化し、水密に接合する。
この場合、ナット14を防食保護面201に対して熱溶着又は超音波溶着により融着する。熱溶着の場合、特に図示していないが、ドライヤーや熱融着機等を用い、ナット14及び防食保護面201の接触面同士を熱融着させて接合する。超音波溶着の場合、図5に示すように、超音波発振器を用い、ナット14及び防食保護面201の接触面間を加振することにより、超音波振動でナット14及び防食保護面201の接触面に摩擦熱を発生させ、ナット14及び防食保護面201の接触面同士を融着させて接合する。
このようにしてステップ1をマンホール2の防食保護面201に取り付ける。
このステップ1の施工方法により、ステップ1のねじ部131のナット14が防食保護面201に対して十分に密着して接合され、このナット14により、防食保護面201とこれに設置するステップ1との隙間が水密に塞がれる。
In FIG. 2, in the installation work in Step 1, the inner wall surface of the manhole 2 is covered with the anticorrosion sheet 21 made of the synthetic resin material (A), and then, as shown in FIG. A hole 22 for step attachment is made in the concrete frame 20 through the inner surface of the anticorrosion sheet 21 on the inner surface.
Next, a step fixing adhesive 23 is added to the hole 22, and the step attaching portion 11 is inserted and fixed into the hole 23 to attach the step 1 to the anticorrosion protection surface 201. At the time of attachment in Step 1, the nut 14 can be moved forward and backward with respect to the attachment portion 11 in Step 1 on the screw portion 131 in Step 1. Therefore, the nut 14 is attached to the screw portion 131 in Step 1 in advance. The clearance is provided between the nut 14 and the anticorrosion protection surface 201 by moving backward with respect to the mounting portion 11 in step 1.
Then, after the adhesive 23 is solidified and step 1 is fixed to the anticorrosion protection surface 301, the nut 14 is tightened toward the anticorrosion protection surface 201 on the screw portion 131 of step 1 to contact the anticorrosion protection surface 201, The anticorrosion protection surface 201 made of the synthetic resin material (A) and the contact surface of the nut 14 made of the same synthetic resin material (A) as the synthetic resin material (A) of the anticorrosion protection surface 201 are fused and integrated to form a watertight To join.
In this case, the nut 14 is fused to the anticorrosion protective surface 201 by heat welding or ultrasonic welding. In the case of heat welding, although not particularly illustrated, the contact surfaces of the nut 14 and the anticorrosion protection surface 201 are heat-sealed and joined using a dryer, a heat-sealing machine, or the like. In the case of ultrasonic welding, as shown in FIG. 5, an ultrasonic oscillator is used to vibrate between the contact surfaces of the nut 14 and the anticorrosion protection surface 201, thereby contacting the nut 14 and the anticorrosion protection surface 201 with ultrasonic vibration. Frictional heat is generated on the surfaces, and the contact surfaces of the nut 14 and the anticorrosion protection surface 201 are fused and joined.
In this way, step 1 is attached to the anticorrosion protection surface 201 of the manhole 2.
By the construction method of step 1, the nut 14 of the screw part 131 of step 1 is sufficiently closely joined to the anticorrosion protection surface 201, and the nut 14 is used to attach the anticorrosion protection surface 201 to the step 1. The gap is closed watertight.

以上説明したように、第1の実施の形態によれば、ステップ1の取付部11に連続しステップ1の取付状態で防食保護面201から突出する取付部11に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切って設けたねじ部131に、防食保護面201とステップ1との間の隙間を遮蔽可能な大きさ及び形状を有する合成樹脂材からなる(又は合成樹脂材を被覆されてなる)ナット14を取り付け、このナット14を防食保護面201に接触させて、ナット14及び防食保護面201の接触面間を熱溶着又は超音波溶着により融着して水密に接合するので、防食保護面201とこれに設置するステップ1との隙間を、防食保護面201に対してナット14を十分に密着させた状態で接合して水密に塞ぐことができ、腐食性物質の浸入を確実に防ぎコンクリートの腐食を防止することができる。   As described above, according to the first embodiment, the proximity position is set at a position adjacent to the attachment portion 11 that is continuous with the attachment portion 11 of Step 1 and protrudes from the anticorrosion protection surface 201 in the attachment state of Step 1. The thread portion 131 provided by cutting the synthetic resin material to be coated is made of a synthetic resin material having a size and shape capable of shielding the gap between the anticorrosion protection surface 201 and Step 1 (or synthetic resin material) A nut 14 is attached, the nut 14 is brought into contact with the anticorrosion protection surface 201, and the contact surfaces of the nut 14 and the anticorrosion protection surface 201 are welded together by heat welding or ultrasonic welding to join watertightly. Therefore, the gap between the anticorrosion protection surface 201 and the step 1 installed on the anticorrosion protection surface 201 can be joined in a state where the nut 14 is sufficiently adhered to the anticorrosion protection surface 201 to be sealed watertight, so that the corrosive substance is immersed. Can be prevented reliably prevents corrosion of concrete.

また、この構造及び方法によれば、ステップの設置による防食被覆層の脆弱性を回避することができ、日本下水道事業団の防食マニュアル(非特許文献1)におけるシートライニングの要求品質である10年以上の耐久性を実現することができる。   Moreover, according to this structure and method, the vulnerability of the anticorrosion coating layer due to the installation of steps can be avoided, and the required quality of sheet lining in the anticorrosion manual (Non-Patent Document 1) of the Japan Sewerage Corporation is 10 years. The above durability can be realized.

(実施の形態2)
次に、図1及び図2を参照しながら第2の実施の形態について説明する。
図1に示すように、第1の実施の形態の構造では、防食保護面201に固定されたステップ1のナット14が防食保護面201に接触され、ナット14及び防食保護面201の接触面間が融着により、水密に接合されるところ、第2の実施の形態の構造は、防食保護面201に固定されたステップ1のナット14が防食保護面201に接触され、ナット14及び防食保護面201の接触面間が接着剤を介して水密に接合される。
(Embodiment 2)
Next, a second embodiment will be described with reference to FIGS.
As shown in FIG. 1, in the structure of the first embodiment, the nut 14 of Step 1 fixed to the anticorrosion protection surface 201 is brought into contact with the anticorrosion protection surface 201, and between the contact surfaces of the nut 14 and the anticorrosion protection surface 201. Are joined in a watertight manner by fusion, the structure of the second embodiment is such that the nut 14 of step 1 fixed to the anticorrosion protection surface 201 is brought into contact with the anticorrosion protection surface 201, and the nut 14 and the anticorrosion protection surface The contact surfaces of 201 are joined in a watertight manner via an adhesive.

すなわち、第2の実施の形態の構造では、マンホール2の合成樹脂材(A)からなる防食シート21で防食被覆された防食保護面201に、防食保護面201の合成樹脂材(A)を貫通して躯体コンクリート20にステップ固定用の穴22を穿設され、この穴22にステップ1の取付部11が接着剤23を介して挿入固着されて、ステップ1が取り付けられる。そして、この取付構造においては、ステップ1の取付部11に連続しステップ1の取付状態で防食保護面201から突出する取付部11に近接する位置に当該近接位置を被覆する合成樹脂材(B)にねじを切られて形成されるねじ部131と、このねじ部131に螺合され、防食保護面201とステップ1との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材(A)からなる又は合成樹脂材(A)を被覆されてなるナット14とを備え、防食保護面201に固定されたステップ1のナット14が防食保護面201に接触され、ナット14及び防食保護面201の接触面間が接着剤を介して水密に接合される。
このようにしても防食保護面201とこれに設置するステップ1との隙間を、防食保護面に対してナット14を十分に密着させた状態で接合して水密に塞ぐことができ、第1の実施の形態と同様の作用効果を奏することができる。
That is, in the structure of the second embodiment, the synthetic resin material (A) of the anticorrosion protective surface 201 penetrates the anticorrosion protective surface 201 coated with the anticorrosion sheet 21 made of the synthetic resin material (A) of the manhole 2. Then, a hole 22 for fixing the step is formed in the concrete frame 20, and the attachment portion 11 of Step 1 is inserted and fixed to the hole 22 via the adhesive 23, and Step 1 is attached. And in this attachment structure, the synthetic resin material (B) which covers the said proximity position in the position which adjoins to the attachment part 11 which continues from the attachment part 11 of Step 1 and protrudes from the anticorrosion protection surface 201 in the attachment state of Step 1 And a synthetic resin material having a size and shape that can be screwed into the screw portion 131 and that can shield the gap between the anticorrosion protection surface 201 and step 1. A nut 14 made of A) or coated with a synthetic resin material (A), and the nut 14 of Step 1 fixed to the anticorrosion protection surface 201 is brought into contact with the anticorrosion protection surface 201, and the nut 14 and the anticorrosion protection surface The contact surfaces of 201 are joined in a watertight manner via an adhesive.
Even in this manner, the gap between the anticorrosion protection surface 201 and the step 1 installed on the anticorrosion protection surface 201 can be joined in a state in which the nut 14 is sufficiently adhered to the anticorrosion protection surface, and watertightly closed. The same effects as the embodiment can be achieved.

図2に示すように、第1の実施の形態の方法では、ナット14を防食保護面201に接触させて、ナット14及び防食保護面201の接触面間を融着により水密に接合するところ、第2の実施の形態においては、ナット14を防食保護面201に接触させて、ナット14及び防食保護面201の接触面間を接着剤を介して水密に接合する。   As shown in FIG. 2, in the method of the first embodiment, the nut 14 is brought into contact with the anticorrosion protection surface 201, and the contact surfaces of the nut 14 and the anticorrosion protection surface 201 are joined in a watertight manner by fusion, In 2nd Embodiment, the nut 14 is made to contact the anticorrosion protection surface 201, and the contact surface of the nut 14 and the anticorrosion protection surface 201 is joined watertightly via an adhesive agent.

すなわち、第2の実施の形態の方法では、まず、ステップ1の事前準備を行ってから、このステップ1の取付施工を行う。
ステップ1の事前準備は、ステップ1の一部を加工し、このステップ1に使用するナット14を製作する。この場合の、ステップ1の加工及びナット14の製作は、第1の実施の形態と同様で、既述のとおりである。
ステップ1の取付施工では、マンホール2の内壁面を合成樹脂材(A)からなる防食シート21で被覆した後、このマンホール2の防食シート21で防食被覆された内面に、この内面の防食シート21を貫通して躯体コンクリート20にステップ固定用の穴22を開ける。
次いで、この穴22にステップ固定用の接着剤23を添加して、この穴22にステップ1の取付部11を挿入し固着して、ステップ1を防食保護面201に取り付ける。なお、このステップ1の取り付けの際は、ステップ1のねじ部131上でナット14がステップ1の取付部11に対して進退可能になっているので、予め、ナット14をステップ1のねじ部131上でステップ1の取付部11に対して後退させてナット14と防食保護面201との間に隙間を設けておく。
そして、この接着剤が固化し、ステップ1を防食保護面201に固定した後、ステップ1のねじ部131上でナット14を防食保護面201に向けて締め込み防食保護面201に接触させ、合成樹脂材(A)からなる防食保護面201とこの防食保護面201の合成樹脂材(A)と同じ合成樹脂材(A)からなるナット14の接触面間を接着剤を介して接着して一体化し、水密に接合する。
このようにしても防食保護面201とこれに設置するステップ1との隙間を、防食保護面201に対してナット14を十分に密着させた状態で接合して水密に塞ぐことができ、第1の実施の形態と同様の作用効果を奏することができる。
That is, in the method of the second embodiment, first, the preliminary preparation of Step 1 is performed, and then the installation work of Step 1 is performed.
In preparation for Step 1, a part of Step 1 is processed, and the nut 14 used in Step 1 is manufactured. In this case, the processing in step 1 and the production of the nut 14 are the same as in the first embodiment, and are as described above.
In the installation work of Step 1, after coating the inner wall surface of the manhole 2 with the anticorrosion sheet 21 made of the synthetic resin material (A), the inner surface of the manhole 2 which is anticorrosion-coated with the anticorrosion sheet 21 is coated with the anticorrosion sheet 21 on the inner surface. And a step fixing hole 22 is made in the concrete frame 20.
Next, a step fixing adhesive 23 is added to the hole 22, and the attachment portion 11 of Step 1 is inserted and fixed to the hole 22 to attach Step 1 to the anticorrosion protection surface 201. At the time of attachment in Step 1, the nut 14 can be moved forward and backward with respect to the attachment portion 11 in Step 1 on the screw portion 131 in Step 1. Therefore, the nut 14 is attached to the screw portion 131 in Step 1 in advance. The clearance is provided between the nut 14 and the anticorrosion protection surface 201 by moving backward with respect to the mounting portion 11 in step 1.
Then, after the adhesive is solidified and step 1 is fixed to the anticorrosion protection surface 201, the nut 14 is tightened toward the anticorrosion protection surface 201 on the screw portion 131 of step 1 to come into contact with the anticorrosion protection surface 201, The anticorrosion protection surface 201 made of the resin material (A) and the contact surface of the nut 14 made of the same synthetic resin material (A) as the synthetic resin material (A) of the anticorrosion protection surface 201 are bonded together with an adhesive. And watertightly joined.
Even in this way, the gap between the anticorrosion protection surface 201 and the step 1 installed on the anticorrosion protection surface 201 can be joined in a state in which the nut 14 is sufficiently adhered to the anticorrosion protection surface 201 to be watertightly closed. The same effects as those of the embodiment can be obtained.

なお、上記の各実施の形態では、ステップの取付部をマンホールの内面に設けたステップ固定用の穴に接着剤を介して固着するものとして例示したが、ステップの取付部をナットに締結することにより固着してもよく、このステップの固着形式は特に限定されるものでない。
また、上記の各実施の形態では、コンクリート構造物としてマンホールを例示し、金物としてステップを例示したが、下水処理場では、ステップのみならず、樹脂被覆配管や樹脂被覆手すりなども多く使われており、これらの配管周りや手すり周りからの腐食性物質の浸入が問題になっているので、配管や手すりの端部を合成樹脂で被覆し、本技術で固着させれば、腐食性物質の浸入を防止することができる。さらには、コンクリートからなるタンク、水槽、薬品槽等でも各種の金物が取り付けられており、このようなコンクリート構造物の防食保護面に金物を取り付ける場合でも、本技術を同様に適用でき、同様の作用効果を得ることができる。
In each of the above embodiments, the step mounting portion is exemplified as being fixed to the step fixing hole provided on the inner surface of the manhole via an adhesive, but the step mounting portion is fastened to the nut. The fixing type of this step is not particularly limited.
In each of the above embodiments, a manhole is illustrated as a concrete structure and a step is illustrated as a hardware. However, in a sewage treatment plant, not only steps but also resin-coated pipes and resin-coated handrails are often used. Since the intrusion of corrosive substances from around these pipes and handrails is a problem, if the ends of the pipes and handrails are covered with synthetic resin and fixed with this technology, the intrusion of corrosive substances Can be prevented. Furthermore, various kinds of hardware are attached to concrete tanks, water tanks, chemical tanks, etc., and this technology can be applied in the same way even when attaching hardware to the anticorrosion protection surface of such concrete structures. An effect can be obtained.

1 ステップ
11 取付部
12 ステップ本体
13 防食カバー
131 ねじ部
14 ナット
2 マンホール
20 躯体コンクリート
21 合成樹脂材(A)からなる防食シート
201 防食保護面
22 穴
23 接着剤
DESCRIPTION OF SYMBOLS 1 Step 11 Attachment part 12 Step main body 13 Anticorrosion cover 131 Screw part 14 Nut 2 Manhole 20 Frame concrete 21 Anticorrosion sheet | seat which consists of synthetic resin materials (A) 201 Anticorrosion protection surface 22 Hole 23 Adhesive

Claims (5)

コンクリート構造物の合成樹脂材により防食被覆された防食保護面に、当該防食保護面の合成樹脂材を貫通して躯体コンクリートに穴を穿設され、当該穴に金属製の芯材に合成樹脂材を被覆してなる金物の取付部が挿入固着されて、前記金物が取り付けられるコンクリート構造物の防食保護面の金物取付構造において、
前記金物の前記取付部に連続し前記金物の取付状態で前記防食保護面から突出する前記取付部に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切られて形成されるねじ部と、
前記ねじ部に螺合され、前記防食保護面と前記金物との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材からなる又は合成樹脂材を被覆されてなるナットと、
を備え、
前記防食保護面に固定された前記金物の前記ナットが前記防食保護面に接触され、前記ナット及び前記防食保護面の接触面間が融着により又は接着剤を介して、水密に接合される、
ことを特徴とするコンクリート構造物の防食保護面の金物取付構造。
A hole in the concrete is penetrated through the synthetic resin material on the anticorrosion protection surface on the anticorrosion protection surface coated with the synthetic resin material of the concrete structure, and the synthetic resin material on the metal core in the hole In the hardware mounting structure of the anticorrosion protection surface of the concrete structure to which the mounting portion of the hardware formed by covering is fixedly inserted and fixed,
A threaded portion formed by screwing a synthetic resin material covering the proximity position at a position adjacent to the mounting portion that protrudes from the anticorrosion protection surface in a mounted state of the hardware and is continuous with the mounting portion of the hardware. When,
A nut that is screwed into the threaded portion and has a size and shape that can shield the gap between the anticorrosion protection surface and the hardware, and is made of a synthetic resin material or coated with a synthetic resin material;
With
The nut of the hardware fixed to the anticorrosion protection surface is contacted with the anticorrosion protection surface, and the contact surface between the nut and the anticorrosion protection surface is joined in a watertight manner by fusion or via an adhesive,
An anti-corrosion protection hardware mounting structure for concrete structures.
コンクリート構造物の合成樹脂材により防食被覆された防食保護面に、当該防食保護面の合成樹脂材を貫通して躯体コンクリートに穴を開け、当該穴に金属製の芯材に合成樹脂材を被覆してなる金物の取付部を挿入し固着して、前記金物を取り付けるコンクリート構造物の防食保護面の金物取付方法において、
前記金物の前記取付部に連続し前記金物の取付状態で前記防食保護面から突出する前記取付部に近接する位置に当該近接位置を被覆する合成樹脂材にねじを切ってねじ部を設け、
当該ねじ部に、前記防食保護面と前記金物との間の隙間を遮蔽可能な大きさ及び形状を有する、合成樹脂材からなる又は合成樹脂材を被覆されてなるナットを取り付け、
前記金物を前記防食保護面に固定した後、
前記ナットを前記防食保護面に接触させて、前記ナット及び前記防食保護面の接触面間を融着により又は接着剤を介して、水密に接合する、
ことを特徴とするコンクリート構造物の防食保護面の金物取付方法。
The anticorrosion protection surface of the concrete structure that is anticorrosion-coated with the synthetic resin material is penetrated through the synthetic resin material of the anticorrosion protection surface and a hole is made in the concrete, and the metal core material is covered with the synthetic resin material in the hole In the hardware mounting method of the anticorrosion protective surface of the concrete structure to which the mounting portion of the hardware is inserted and fixed,
A screw is provided by cutting a screw on a synthetic resin material covering the proximity position at a position adjacent to the attachment portion protruding from the anticorrosion protection surface in the attached state of the hardware in a state where the hardware is attached,
Attach a nut made of a synthetic resin material or coated with a synthetic resin material to the screw portion, having a size and shape that can shield the gap between the anticorrosion protection surface and the hardware,
After fixing the hardware to the anticorrosion protective surface,
The nut is brought into contact with the anticorrosion protection surface, and the contact surface between the nut and the anticorrosion protection surface is joined in a watertight manner by fusion or via an adhesive,
A method for attaching hardware to an anti-corrosion protective surface of a concrete structure characterized by the above.
ナットを防食保護面に対して熱溶着又は超音波溶着に適合する前記防食保護面の合成樹脂材と同じ又は異なる合成樹脂材により形成又は被覆し、前記ナットを前記防食保護面に熱溶着又は超音波溶着により融着する請求項3に記載のコンクリート構造物の防食保護面の金物取付方法。   The nut is formed or covered with a synthetic resin material that is the same as or different from the synthetic resin material of the anticorrosion protection surface that is suitable for thermal welding or ultrasonic welding on the anticorrosion protection surface, and the nut is thermally welded or superposed on the anticorrosion protection surface. The metal attachment method of the anticorrosion protection surface of a concrete structure of Claim 3 fused by sonic welding. ナットを防食保護面に対して所定の接着剤による接着に適合する前記防食保護面の合成樹脂材と同じ又は異なる合成樹脂材により形成又は被覆し、前記ナットを前記防食保護面に前記所定の接着剤を介して接着する請求項3に記載のコンクリート構造物の防食保護面の金物取付方法。   A nut is formed or covered with a synthetic resin material that is the same as or different from the synthetic resin material of the anticorrosion protection surface that is adapted to adhere to the anticorrosion protection surface with a predetermined adhesive, and the nut is adhered to the anticorrosion protection surface with the predetermined adhesion The metal attachment method of the anticorrosion protection surface of the concrete structure of Claim 3 which adhere | attaches via an agent. ナットと金物のねじ部との間にシール材を介在し、前記ナットと前記ねじ部との隙間を水密にシールする請求項3又は4に記載のコンクリート構造物の防食保護面の金物取付方法。   5. The method of mounting a metal on a corrosion-protecting protective surface of a concrete structure according to claim 3 or 4, wherein a sealing material is interposed between the nut and the threaded portion of the hardware to seal the gap between the nut and the threaded portion in a watertight manner.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1096398A (en) * 1996-09-24 1998-04-14 Fujimori Kogyo Kk Fitting structure of relief valve for water stop sheet
JPH10315330A (en) * 1997-05-19 1998-12-02 Shonan Gosei Jushi Seisakusho:Kk Lining material for manhole and manhole lining method
JPH11190059A (en) * 1997-12-26 1999-07-13 Ohbayashi Corp Corrosion-resistant method of surroundings of pipe piercing corrosion-resistant sheet
JP2001030355A (en) * 1999-05-20 2001-02-06 Maeda Kosen Kk Corrosion-proof lining method
JP2001032309A (en) * 1999-05-18 2001-02-06 Maeda Kosen Kk Method for concrete corrosion prevention, corrosion prevention sheet and corrosion prevention processed concrete structure
JP2002250045A (en) * 2001-02-26 2002-09-06 Iip:Kk Foothold structure for manhole or the like

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1096398A (en) * 1996-09-24 1998-04-14 Fujimori Kogyo Kk Fitting structure of relief valve for water stop sheet
JPH10315330A (en) * 1997-05-19 1998-12-02 Shonan Gosei Jushi Seisakusho:Kk Lining material for manhole and manhole lining method
US6126030A (en) * 1997-05-19 2000-10-03 Shonan Gosei-Jushi Seisakusho K.K. Liner for a manhole and a method for lining a manhole
JPH11190059A (en) * 1997-12-26 1999-07-13 Ohbayashi Corp Corrosion-resistant method of surroundings of pipe piercing corrosion-resistant sheet
JP2001032309A (en) * 1999-05-18 2001-02-06 Maeda Kosen Kk Method for concrete corrosion prevention, corrosion prevention sheet and corrosion prevention processed concrete structure
JP2001030355A (en) * 1999-05-20 2001-02-06 Maeda Kosen Kk Corrosion-proof lining method
JP2002250045A (en) * 2001-02-26 2002-09-06 Iip:Kk Foothold structure for manhole or the like

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