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JP7641932B2 - Liquid storage tank reinforcement structure and liquid storage tank reinforcement method - Google Patents
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JP7641932B2 - Liquid storage tank reinforcement structure and liquid storage tank reinforcement method - Google Patents

Liquid storage tank reinforcement structure and liquid storage tank reinforcement method Download PDF

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JP7641932B2
JP7641932B2 JP2022094860A JP2022094860A JP7641932B2 JP 7641932 B2 JP7641932 B2 JP 7641932B2 JP 2022094860 A JP2022094860 A JP 2022094860A JP 2022094860 A JP2022094860 A JP 2022094860A JP 7641932 B2 JP7641932 B2 JP 7641932B2
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衛 山田
章裕 池戸
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大阪ガスリノテック株式会社
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本発明は、側壁部と天井部と底面部とを有する液体貯留槽を補強する液体貯留槽補強構造、及び液体貯留槽補強方法に関する。 The present invention relates to a liquid storage tank reinforcement structure that reinforces a liquid storage tank having a side wall portion, a ceiling portion, and a bottom portion, and a method for reinforcing a liquid storage tank.

従来、液体貯留槽として、FRP等から成る構造板を外壁としたものが知られており、当該液体貯留槽は、経年劣化や地震等による衝撃や振動により、構造板に亀裂等が入り損傷する場合があった。このような液体貯留槽の構造板の補修方法として、特許文献1では、液体貯留槽の内面に、所定のプライマーを塗布した後、瞬間硬化樹脂を塗布する方法が提案されている。 Conventionally, liquid storage tanks have been known that have structural panels made of FRP or the like as their exterior walls, and these tanks can be damaged by cracks in the structural panels due to deterioration over time or shocks and vibrations caused by earthquakes, etc. Patent Document 1 proposes a method for repairing the structural panels of such liquid storage tanks by applying a specified primer to the inner surface of the liquid storage tank, followed by application of an instant-setting resin.

特開2017-101527号公報JP 2017-101527 A

上記特許文献1に開示の技術によれば、構造板に生じた亀裂等を瞬間硬化樹脂により補修できるから、液体貯留槽からの水漏れを防ぐことができる。
しかしながら、特許文献1に開示の技術にあっては、液体貯留槽の内面に瞬間硬化樹脂を塗布する必要があるため、液体貯留槽の内部に作業員が入り、比較的狭く密閉状態に近い状態で、瞬間硬化樹脂の塗布作業を実施する必要があり、塗布される瞬間硬化樹脂の作業員への影響を考えると、必ずしも安全性が担保されているとは言い難い状況であった。
According to the technology disclosed in the above-mentioned Patent Document 1, cracks and the like that occur in the structural plate can be repaired with an instant-hardening resin, thereby making it possible to prevent water leakage from the liquid storage tank.
However, in the technology disclosed in Patent Document 1, it is necessary to apply instant-curing resin to the inner surface of the liquid storage tank, and therefore it is necessary for workers to enter the inside of the liquid storage tank and carry out the instant-curing resin application work in a relatively narrow, nearly sealed condition. Considering the impact of the instant-curing resin being applied on the workers, it is difficult to say that safety is necessarily guaranteed.

また、作業中は、液体貯留槽からの液体の供給を一時停止せざるを得ず、当該液体貯留槽から集合住宅等へ生活用水を供給する場合には、住民に対して多大な不便を強いることになり、液体貯留槽が工場等への工業用水を供給する場合には、工場の操業を一時停止せざるを得ず、工場での生産性の低下を招くという問題があった。 In addition, during this work, the supply of liquid from the liquid storage tank had to be temporarily suspended. If the liquid storage tank was used to supply water for daily use to an apartment building or similar building, this caused great inconvenience to the residents. If the liquid storage tank was used to supply water for industrial use to a factory or similar building, the factory's operations had to be temporarily suspended, resulting in reduced productivity at the factory.

更に、特許文献1に開示の技術によれば、液体貯留槽の内部から瞬間硬化樹脂を塗布することにより構造板を補修するため、地震等により液体貯留槽が振動し内部の水の揺れにより構造板に衝撃が加えられ構造体が割れた場合には、補修の後であっても、当該構造体の破片が外部へ飛散する虞があり、安全上の観点からも改善の余地があった。 Furthermore, according to the technology disclosed in Patent Document 1, the structural plate is repaired by applying an instant-setting resin from inside the liquid storage tank. Therefore, if the liquid storage tank vibrates due to an earthquake or the like, causing the water inside to sway and impact the structural plate, cracking the structure. Even after repair, there is a risk that fragments of the structure will scatter to the outside, and there is room for improvement from a safety standpoint.

本発明は、上述の課題に鑑みてなされたものであり、その目的は、補強作業時の作業員の安全性を担保しつつも、水の安定供給を維持可能であり、地震等の振動発生時に液体貯留槽の破損を防いで水漏れを防止できると共に、液体貯留槽構造物の外部への飛散を防止できる液体貯留槽補強構造、液体貯留槽補強方法を提供することにある。 The present invention was made in consideration of the above-mentioned problems, and its purpose is to provide a liquid storage tank reinforcement structure and a liquid storage tank reinforcement method that can maintain a stable supply of water while ensuring the safety of workers during reinforcement work, prevent damage to the liquid storage tank and water leakage when vibrations such as earthquakes occur, and prevent the liquid storage tank structure from scattering outside.

上記目的を達成するための液体貯留槽補強構造は、
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強構造であって、その特徴構成は、
前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆う、ポリウレア樹脂の補強塗膜を備え
前記側壁部を構成する成型板状体の縁には、外側へ向けて延設される鍔部が設けられており、
前記側壁部を構成する前記成型板状体のうち隣接する一対の前記成型板状体の前記縁は、対向する前記鍔部の双方を挟持する挟持部材にて挟まれる形態で固定され、
対向する前記鍔部と前記挟持部材との間で挟持方向と交差する交差方向に沿って形成される間隙部を埋める形態でコーキング材が充填されて設けられ、
前記補強塗膜は、前記コーキング材の外側を覆う形で塗膜を形成する点にある。
The liquid storage tank reinforcing structure for achieving the above object comprises:
A liquid storage tank reinforcing structure for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, the structure being characterized by the following features:
A reinforcing coating film of a polyurethane resin is provided which is adhered to the ceiling portion, the side wall portion, and the bottom portion and integrally covers the outer sides of the ceiling portion, the side wall portion, and the bottom portion ;
The edge of the molded plate-like body constituting the side wall portion is provided with a flange portion extending outward,
The edges of a pair of adjacent molded plate-like bodies among the molded plate-like bodies constituting the side wall portion are fixed in a manner in which they are sandwiched by a clamping member that clamps both of the opposing flange portions,
A caulking material is filled in a gap formed between the opposing flanges and the clamping members along a cross direction crossing the clamping direction,
The reinforcing coating film is formed by forming a coating film that covers the outside of the caulking material .

上記目的を達成するための液体貯留槽補強方法は、
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強方法であって、その特徴構成は、
前記側壁部を構成する成型板状体の縁には、外側へ向けて延設される鍔部が設けられており、前記側壁部を構成する前記成型板状体のうち隣接する一対の前記成型板状体の前記縁が、対向する前記鍔部の双方を挟持する挟持部材にて挟まれる形態で固定されている構成において、
対向する前記鍔部と前記挟持部材との間で挟持方向と交差する交差方向に沿って形成される間隙部を埋める形態でコーキング材を充填し、
ポリウレア樹脂の補強塗膜を、前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆い、
前記コーキング材の外側を覆う形で前記補強塗膜を形成する点にある。
A method for reinforcing a liquid storage tank to achieve the above object includes the steps of:
A method for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, the method comprising the steps of:
A flange portion is provided on the edge of the molded plate-like body constituting the side wall portion, and the edges of a pair of adjacent molded plate-like bodies among the molded plate-like bodies constituting the side wall portion are fixed in a manner in which they are sandwiched by a clamping member that clamps both of the opposing flange portions,
Filling a gap formed between the opposing flanges and the clamping members along a cross direction crossing the clamping direction with a caulking material;
A reinforcing coating film of a polyurethane resin is adhered to the ceiling portion, the side wall portion, and the bottom portion to integrally cover the outsides of the ceiling portion, the side wall portion, and the bottom portion;
The reinforcing coating film is formed to cover the outside of the caulking material .

上記特徴構成によれば、液体貯留槽を補強するポリウレア樹脂の補強塗膜を天井部と側壁部と底面部との外側を一体的に覆う形態で塗布するので、液体貯留槽を補強(補修)するべく補強塗膜を塗布する際に、従来技術の如く、液体貯留槽の内部で作業員が作業する必要がなく、作業員の安全性を担保できる。
また、既存の液体貯留槽を補強塗膜により補強する補強工事を実施する場合においては、液体貯留槽の天井部と側壁部と底面部との外側に対して補強塗膜を塗布するだけなので、補強工事中も、液体貯留槽を介した水の供給を実施でき、液体貯留槽に貯留される水の利用者の利便性の向上を図ることができる。
更に、上記特徴構成によれば、ポリウレア樹脂の補強塗膜は、液体貯留槽を補強するポリウレア樹脂の補強塗膜を天井部と側壁部と底面部との外側を一体的に覆う形態で塗布するので、例えば、地震による直接的な振動や液体貯留槽の内部の液体の揺動により、液体貯留槽の側壁部や天井部や底面部が破損した場合であっても、それらが外部に飛散することを外側の補強塗膜により良好に防止でき、二次災害の発生を予防できる。
以上より、補強作業時の作業員の安全性を担保しつつも、水の安定供給を維持可能であり、地震等の振動発生時に液体貯留槽の破損を防いで水漏れを防止できると共に、液体貯留槽構造物の外部への飛散を防止できる液体貯留槽補強構造、液体貯留槽補強方法を実現できる。
更に、液体貯留槽は、天井部と側壁部と底面部とを複数の成型板状体を用いて形成する場合、側壁部を構成する成型板状体の縁には、外側へ向けて延設される鍔部が設けられており、側壁部を構成する隣接する成型板状体の縁は、対向する鍔部の双方を挟持する挟持部材にて挟まれる形態で固定される構成が、採用されることがある。当該構成にあっては、対向する前記鍔部と挟持部材との間に間隙ができる場合があり、このような間隙が形成された状態では、補強塗膜としてのポリウレア樹脂を塗布しても、間隙の部分が補強塗膜に覆われない虞がある。
上記特徴構成によれば、液体貯留槽が上述のような構成である場合であっても、対向する鍔部と挟持部材との間に形成される間隙部を埋める形態でコーキング材が充填されると共に、補強塗膜が、コーキング材の外側を覆う形で塗膜を形成するから、間隙部の部分も含めて、液体貯留槽の外側をポリウレア樹脂の補強塗膜で適切に外囲でき、より安定した補強構造を実現できる。
According to the above-described characteristic configuration, a reinforcing coating of polyurethane resin that reinforces the liquid storage tank is applied in a form that integrally covers the outer sides of the ceiling, side wall, and bottom portions. Therefore, when applying the reinforcing coating to reinforce (repair) the liquid storage tank, there is no need for workers to work inside the liquid storage tank as in the conventional technology, and the safety of the workers can be ensured.
Furthermore, when carrying out reinforcement work to reinforce an existing liquid storage tank with a reinforcing coating film, the reinforcing coating film is simply applied to the outside of the ceiling, side walls, and bottom surface of the liquid storage tank, so that water can be supplied via the liquid storage tank even during the reinforcement work, thereby improving convenience for users of the water stored in the liquid storage tank.
Furthermore, according to the above characteristic configuration, the reinforcing coating of polyurethane resin that reinforces the liquid storage tank is applied in a form that integrally covers the outside of the ceiling, side wall, and bottom. Therefore, even if the side wall, ceiling, or bottom of the liquid storage tank is damaged due to direct vibration caused by an earthquake or the fluctuation of the liquid inside the liquid storage tank, the outer reinforcing coating can effectively prevent the damage from scattering to the outside, thereby preventing the occurrence of secondary disasters.
As a result of the above, it is possible to realize a liquid storage tank reinforcement structure and a liquid storage tank reinforcement method that can maintain a stable supply of water while ensuring the safety of workers during reinforcement work, prevent damage to the liquid storage tank and prevent water leaks in the event of vibrations such as earthquakes, and prevent the liquid storage tank structure from scattering to the outside.
Furthermore, in the case where the ceiling, sidewalls, and bottom of the liquid storage tank are formed using a plurality of molded plates, the edges of the molded plates constituting the sidewalls are provided with flanges extending outward, and the edges of the adjacent molded plates constituting the sidewalls are fixed in a manner that they are sandwiched between a clamping member that clamps both of the opposing flanges. In this configuration, a gap may be formed between the opposing flanges and the clamping member, and when such a gap is formed, there is a risk that the gap will not be covered by the reinforcing coating even if a polyurethane resin is applied as a reinforcing coating.
According to the above characteristic configuration, even if the liquid storage tank is configured as described above, the caulking material is filled in a manner that fills the gap formed between the opposing flange portion and the clamping member, and the reinforcing coating film forms a coating film that covers the outside of the caulking material, so that the outside of the liquid storage tank, including the gap portion, can be appropriately surrounded by the polyurethane resin reinforcing coating film, thereby achieving a more stable reinforcement structure.

液体貯留槽補強構造の更なる特徴構成は、
前記底面部及び前記側壁部の下方側端部は、アンカーボルトにより土台に固定された架台に載置されており、
前記底面部の外側面は、平面視で前記架台と重畳する部分を除き、前記補強塗膜により覆われている点にある。
Further characteristic configurations of the liquid storage tank reinforcing structure include:
The bottom surface portion and the lower end portion of the side wall portion are placed on a stand fixed to a foundation by anchor bolts,
The outer surface of the bottom portion is covered with the reinforcing coating film except for a portion that overlaps with the stand in a plan view.

上記特徴構成によれば、底面部の外側面についても、平面視で架台と重畳する部分を除き、補強塗膜により覆われているから、地震動に伴う揺れが外部からの衝撃があった場合でも、底面部を含めて破損する虞を十分に低減できる液体貯留槽補強構造を実現できる。 According to the above characteristic configuration, the outer surface of the bottom part is also covered with a reinforcing coating film, except for the part that overlaps with the stand in a plan view, so that a liquid storage tank reinforcement structure can be realized that can sufficiently reduce the risk of damage to the bottom part and the rest of the tank, even if there is an external impact from shaking associated with earthquake motion.

上記目的を達成するための液体貯留槽補強構造は、The liquid storage tank reinforcing structure for achieving the above object comprises:
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強構造であって、その特徴構成は、A liquid storage tank reinforcing structure for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, the structure being characterized by the following features:
前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆う、ポリウレア樹脂の補強塗膜を備え、A reinforcing coating film of a polyurethane resin is provided which is adhered to the ceiling portion, the side wall portion, and the bottom portion and integrally covers the outer sides of the ceiling portion, the side wall portion, and the bottom portion;
前記側壁部には、外側から内側へ向けて凹欠すると共にその底部に開孔が形成される凹欠開孔部が設けられ、The side wall portion is provided with a recessed opening portion that is recessed from the outside to the inside and has an opening at its bottom,
対向する一対の前記側壁部には、前記凹欠開孔部を介して互いを内側へ向けて引っ張り、外側への膨出変形を防止する引張治具が設けられ、A tension tool is provided on the pair of opposing side wall portions to pull each other inward through the recessed opening portion to prevent outward bulging deformation,
前記凹欠開孔部にはコーキング材が充填され、前記補強塗膜は、前記コーキング材の外側を覆う形で塗膜を形成する点にある。The recessed opening is filled with a caulking material, and the reinforcing coating film forms a coating film that covers the outside of the caulking material.
上記目的を達成するための液体貯留槽補強方法は、A method for reinforcing a liquid storage tank to achieve the above object includes the steps of:
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強方法であって、A method for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, comprising the steps of:
その特徴構成は、Its characteristic configuration is:
前記側壁部に、外側から内側へ向けて凹欠すると共にその底部に開孔が形成される凹欠開孔部が設けられると共に、対向する一対の前記側壁部には、前記凹欠開孔部を介して互いを内側へ向けて引っ張り、外側への膨出変形を防止する引張治具が設けられた構成において、In a configuration in which a recessed hole portion that is recessed from the outside to the inside and has an opening at the bottom thereof is provided in the side wall portion, and a pair of opposing side wall portions are provided with a pulling tool that pulls each other inward through the recessed hole portion to prevent outward bulging deformation,
前記凹欠開孔部にコーキング材を充填し、Filling the recessed opening with a caulking material;
ポリウレア樹脂の補強塗膜を、前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆い、A reinforcing coating film of a polyurethane resin is adhered to the ceiling portion, the side wall portion, and the bottom portion to integrally cover the outsides of the ceiling portion, the side wall portion, and the bottom portion;
前記コーキング材の外側を覆う形で前記補強塗膜を形成する点にある。The reinforcing coating film is formed to cover the outside of the caulking material.

液体貯留槽は、側壁部に、外側から内側へ向けて凹欠すると共にその底部に開孔が形成される凹欠開孔部が設けられ、対向する一対の側壁部には、凹欠開孔部を介して互いを内側へ向けて引っ張り、外側への膨出変形を防止する引張治具が設けられる構成が採用される場合がある。当該構成にあっては、外側を覆う形で補強塗膜としてのポリウレア樹脂を塗布しても、凹欠開孔部が補強塗膜に覆われない状態となる虞がある。
上記特徴構成によれば、液体貯留槽が上述のような構成である場合であっても、凹欠開孔部を埋める形態でコーキング材が充填されると共に、補強塗膜が、コーキング材の外側を覆う形で塗膜を形成するから、凹欠開孔部の部分も含めて、液体貯留槽の外側をポリウレア樹脂の補強塗膜で適切に外囲でき、より安定した補強構造を実現できる。
The liquid storage tank may have a configuration in which a recessed opening is provided in the side wall portion, which is recessed from the outside to the inside and has an opening at its bottom, and a pair of opposing side walls is provided with a pulling tool that pulls each other inward through the recessed opening to prevent outward bulging deformation. In this configuration, even if a polyurethane resin is applied as a reinforcing coating film to cover the outside, there is a risk that the recessed opening will not be covered by the reinforcing coating film.
According to the above characteristic configuration, even if the liquid storage tank is configured as described above, the caulking material is filled in a manner that fills the recessed opening, and the reinforcing coating film forms a coating film that covers the outside of the caulking material, so that the outside of the liquid storage tank, including the recessed opening, can be appropriately surrounded by the polyurethane resin reinforcing coating film, thereby achieving a more stable reinforcement structure.

実施形態に係る補強構造を適用する液体貯留槽の概略構成図である。1 is a schematic configuration diagram of a liquid storage tank to which a reinforcing structure according to an embodiment is applied; 図1のII-II断面図であって、実施形態に係る液体貯留槽の隣接する側壁部の接合箇所における補強構造を示す拡大図である。2 is a cross-sectional view taken along line II-II of FIG. 1, and is an enlarged view showing a reinforcing structure at a joining portion of adjacent side wall portions of a liquid storage tank according to the embodiment. FIG. 図1のIII-III断面図であって、実施形態に係る液体貯留槽の角部に係る側壁部の接合箇所における補強構造を示す拡大図である。3 is a cross-sectional view taken along line III-III in FIG. 1, and is an enlarged view showing a reinforcing structure at a joint of a side wall portion at a corner of the liquid storage tank according to the embodiment. 図1のIV-IV断面図であって、実施形態に係る液体貯留槽の底面部及び側壁部と架台との接合箇所における補強構造を示す拡大図である。4 is a cross-sectional view taken along line IV-IV in FIG. 1, and is an enlarged view showing a reinforcing structure at a joint between a bottom surface portion and a side wall portion of the liquid storage tank according to the embodiment and a stand. 別実施形態に係る液体貯留槽の側壁部において凹欠開孔部が存在する箇所における補強構造を示す拡大図である。13 is an enlarged view showing a reinforcing structure at a location where a recessed opening is present in a side wall of a liquid storage tank according to another embodiment. FIG.

本発明の実施形態に係る液体貯留槽補強構造、及び液体貯留槽補強方法は、補強作業時の作業員の安全性を担保しつつも、水の安定供給を維持可能であり、地震等の振動発生時に液体貯留槽の破損を防いで水漏れを防止できると共に、液体貯留槽構造物の外部への飛散を防止できるものに関する。
以下、図1~4に基づいて、実施形態に係る液体貯留槽補強構造、及び液体貯留槽補強方法について説明する。
The liquid storage tank reinforcement structure and liquid storage tank reinforcement method according to an embodiment of the present invention are capable of maintaining a stable supply of water while ensuring the safety of workers during reinforcement work, preventing damage to the liquid storage tank and preventing water leakage in the event of vibrations such as earthquakes, and preventing the liquid storage tank structure from scattering to the outside.
Hereinafter, a liquid storage tank reinforcing structure and a liquid storage tank reinforcing method according to an embodiment will be described with reference to FIGS.

当該実施形態に係る液体貯留槽補強構造、及び液体貯留槽補強方法は、図1に示す水等の液体を貯留する液体貯留槽100の外側を一体的に外囲する形で覆う構造及び方法である。
液体貯留槽100は、図1に示すように、衝撃や振動により変形する天井部10と側壁部20と底面部30とを有して構成されている。
当該液体貯留槽100の底面部30及び側壁部20の下方側鍔部21bは、耐食性等に優れたステンレス鋼等の金属から構成される複数の架台40の上に載置されており、当該架台40は、コンクリート基礎DにアンカーボルトAB(図4に図示)にて固定されている。
The liquid storage tank reinforcing structure and liquid storage tank reinforcing method according to this embodiment are a structure and method for integrally surrounding and covering the outside of a liquid storage tank 100 shown in FIG. 1 for storing liquid such as water.
As shown in FIG. 1, the liquid storage tank 100 is configured to have a ceiling portion 10, a side wall portion 20, and a bottom portion 30, which are deformable due to impact or vibration.
The bottom surface 30 and the lower flange 21b of the side wall 20 of the liquid storage tank 100 are placed on a plurality of racks 40 made of a metal such as stainless steel having excellent corrosion resistance, and the racks 40 are fixed to a concrete foundation D with anchor bolts AB (shown in Figure 4).

詳細については後述するが、天井部10と側壁部20と底面部30の夫々は、FRPから成る複数の成型板状体11、21、31を互いに連結する形態で構成されている。
一の対向方向(図1で矢印Xに沿う方向)にて対向する一対の側壁部20は、鉛直方向(矢印Zに沿う方向)で上方側に、複数の補強部材50にて互いに連結されている。また、他の対向方向(図1で矢印Yに沿う方向)にて対向する一対の側壁部20は、鉛直方向(矢印Zに沿う方向)で上方側に、一の補強部材51にて互いに連結されている。当該構成により、液体貯留槽100が、上方側において拡開することを防止している。
Although details will be described later, the ceiling portion 10, the side wall portion 20 and the bottom portion 30 are each constructed by connecting a plurality of molded plate-like bodies 11, 21, 31 made of FRP to one another.
A pair of side walls 20 opposing each other in one opposing direction (the direction along the arrow X in FIG. 1) are connected to each other at their upper sides in the vertical direction (the direction along the arrow Z) by a plurality of reinforcing members 50. A pair of side walls 20 opposing each other in the other opposing direction (the direction along the arrow Y in FIG. 1) are connected to each other at their upper sides in the vertical direction (the direction along the arrow Z) by one reinforcing member 51. This configuration prevents the liquid storage tank 100 from expanding upward.

天井部10を構成する成型板状体11の一部には、マンホール基部12bに対してマンホール蓋部12cが開閉可能な状態で設けられているマンホール12が備えられており、作業者は、液体貯留槽100の内部へ当該マンホール12を介して、進入可能である。ちなみに、液体貯留槽100の側壁部20には、作業者が上部へ登るための梯子13が設けられている。尚、後述する液体貯留槽補強構造としての補強塗膜PU(図2等に図示)を塗布する際には、マンホール蓋部12cとマンホール基部12bとの間をマスキングする。これにより、マンホール蓋部12cは補強塗膜PUを塗布後も開閉可能となる。
更に、天井部10には、電極を取り付けるための電極取付用座14が設けられると共に、図示は省略するが通気口が設けられている。
A manhole 12 is provided in a part of the molded plate-like body 11 constituting the ceiling portion 10, and the manhole cover portion 12c is provided in a state in which it can be opened and closed relative to the manhole base portion 12b, and an operator can enter the inside of the liquid storage tank 100 through the manhole 12. Incidentally, a ladder 13 is provided on the side wall portion 20 of the liquid storage tank 100 for an operator to climb up to the top. When applying a reinforcing coating film PU (shown in FIG. 2, etc.) as a liquid storage tank reinforcing structure described later, the area between the manhole cover portion 12c and the manhole base portion 12b is masked. This allows the manhole cover portion 12c to be opened and closed even after the reinforcing coating film PU is applied.
Furthermore, the ceiling portion 10 is provided with an electrode mounting seat 14 for mounting an electrode, and also with an air vent (not shown).

さて、当該実施形態に係る液体貯留槽補強方法は、液体貯留槽100の外側を一体的に外囲する形で袋状の補強塗膜PUにより覆う方法である。
当該液体貯留槽補強方法では、まず、液体貯留槽100の天井部10と側壁部20と底面部30の外側であって、FRP外面や後述するボルトや金物の外面において、さび落としや塗膜の剥がれを取る素地調整としてのケレン清掃処理を行う。次に、天井部10と側壁部20と底面部30の外側に形成される凹部等にコーキング処理を行う。次に、天井部10と側壁部20と底面部30の外側で、FRPから成る部分については、プライマーPとしてのスワエール(B55M:三井化学産資株式会社製)を塗布するプライマー処理を実行すると共に、亜鉛等にてメッキされたステンレス鋼等の金物部分については、厚膜型錆止め(カーボマスティック15:ジャパンカーボライン社製)又はスワエール(E-1020:三井化学産資株式会社製)を塗布するプライマー処理を実行する。次に、イソシアネートとアミン系の硬化剤の2液を高圧衝突混合させながら吹き付ける形態で、ポリウレア樹脂の補強塗膜PUを天井部10と側壁部20と底面部30の外側へ、1.5mm以上3.0mm以下程度の厚さで塗布する補強塗膜塗布処理を実行する。
最後に、仕上げ処理として、溶剤型アクリルウレタン系保護仕上げ材(CRトップ:AGCポリマー建材株式会社)又は高耐候性保護仕上げ材(シロキサンエース:ジャパンカーボライン社)の塗布を行う。
上述した液体貯留槽補強方法により、ポリウレア樹脂の補強塗膜PUが、天井部10と側壁部20と底面部30とに接着する形態で、天井部10と側壁部20と底面部30との外側を一体的に覆うことになる。
The liquid storage tank reinforcing method according to this embodiment is a method of covering the liquid storage tank 100 with a bag-shaped reinforcing coating film PU in such a way that it integrally surrounds the outside of the liquid storage tank 100 .
In the liquid storage tank reinforcing method, first, a cleaning process is performed on the outside of the ceiling 10, sidewall 20, and bottom 30 of the liquid storage tank 100, on the FRP outer surface and on the outer surfaces of bolts and metal parts described later, to remove rust and peeling of paint film as a surface preparation. Next, a caulking process is performed on recesses and the like formed on the outside of the ceiling 10, sidewall 20, and bottom 30. Next, a primer process is performed on the outside of the ceiling 10, sidewall 20, and bottom 30, on the parts made of FRP, by applying a primer P, Swaal (B55M: manufactured by Mitsui Chemical Industrial Products, Inc.), and a primer process is performed on the metal parts, such as stainless steel plated with zinc or the like, by applying a thick-film rust inhibitor (Carbomastic 15: manufactured by Japan Carboline Co., Ltd.) or Swaal (E-1020: manufactured by Mitsui Chemical Industrial Products, Inc.). Next, a reinforcing coating application process is carried out in which a reinforcing coating PU of polyurethane resin is applied to the outside of the ceiling portion 10, the side wall portion 20, and the bottom portion 30 in a thickness of approximately 1.5 mm to 3.0 mm by spraying while mixing two liquids of isocyanate and an amine-based hardener under high pressure collision.
Finally, as a finishing treatment, a solvent-based acrylic urethane protective finishing material (CR Top: AGC Polymer Building Materials Co., Ltd.) or a highly weather-resistant protective finishing material (Siloxane Ace: Japan Carboline Corporation) is applied.
According to the above-mentioned liquid storage tank reinforcement method, the reinforcing coating film PU of polyurethane resin is adhered to the ceiling portion 10, the side wall portion 20, and the bottom portion 30, thereby integrally covering the outsides of the ceiling portion 10, the side wall portion 20, and the bottom portion 30.

尚、ここで、補強塗膜PUとしてのポリウレア樹脂は、引張り強さ(N/mm)は、厚さ2mmで引張速度を200mm/minとしたときには、-20℃以上140℃以下の温度範囲において、13N/mm(140℃の場合)以上36N/mm(-20℃の場合)以下のものが好適に用いられる。 In this regard, the polyurea resin used as the reinforcing coating PU preferably has a tensile strength (N/ mm2 ) of 13 N/ mm2 (at 140°C) or more and 36 N/ mm2 (at -20°C) or less in the temperature range of -20°C or more and 140°C or less when the thickness is 2 mm and the pulling speed is 200 mm/min.

次に、液体貯留槽100の各部位における液体貯留槽補強構造の詳細について説明する。
ちなみに以下の説明では、発明の特徴部分を明示するべく、上述のプライマー処理及び補強塗膜塗布処理までを実行した状態での補強構造について説明する。
図1のII-II断面図である図2に示すように、液体貯留槽100の天井部10と側壁部20と底面部30とを構成する成型板状体11、21、31との組み立て状態において、側壁部20を構成する成型板状体21の縁には、外側へ向けて延設される鍔部21aが設けられており、隣接する成型板状体21の縁は、対向する一対の鍔部21aの双方を挟持する挟持部材22にて挟まれる形態で固定される。説明を追加すると、挟持部材22は、側壁部20の鉛直方向(図2で矢印Zに沿う方向)に沿って延びる長尺状の一方側挟持部材22aと他方側挟持部材22bとから構成されており、当該挟持部材22は、その一方側挟持部材22aの一方側基端部位22axと他方側挟持部材22bの他方側基端部位22bxとが、一対の鍔部21aを挟む形で位置した状態で、一方側基端部位22axと他方側基端部位22bxと対向する一対の鍔部21aとが、第1ボルトB1及び第1ナットN1により締結固定される。更に、挟持部材22は、一方側挟持部材22aの一方側先端部位22ayと他方側挟持部材22bの他方側先端部位22byとが互いに当接している状態で、第2ボルトB2及び第2ナットN2により締結固定される。
尚、一対の鍔部21aの間には、水密を保つためのシール部材Sが配設されている。
Next, the liquid storage tank reinforcing structure at each portion of the liquid storage tank 100 will be described in detail.
In the following description, in order to clearly illustrate the characteristic features of the invention, a reinforcement structure will be described in a state in which the above-mentioned primer treatment and reinforcing coating film application treatment have been carried out.
As shown in Figure 2, which is a cross-sectional view taken along line II-II of Figure 1, in the assembled state of the molded plate-like bodies 11, 21, 31 constituting the ceiling portion 10, side wall portion 20, and bottom portion 30 of the liquid storage tank 100, the edge of the molded plate-like body 21 constituting the side wall portion 20 is provided with a flange portion 21a extending outward, and the edges of adjacent molded plate-like bodies 21 are fixed in a manner in which they are clamped by a clamping member 22 that clamps both of a pair of opposing flange portions 21a. To add a further explanation, the clamping member 22 is composed of an elongated one-side clamping member 22a and an other-side clamping member 22b extending in the vertical direction (the direction along the arrow Z in FIG. 2) of the side wall portion 20, and the clamping member 22 is fastened and fixed by a first bolt B1 and a first nut N1 in a state in which the one-side base end portion 22ax of the one-side clamping member 22a and the other-side base end portion 22bx of the other-side clamping member 22b are positioned to sandwich a pair of flange portions 21a. Furthermore, the clamping member 22 is fastened and fixed by a second bolt B2 and a second nut N2 in a state in which the one-side tip portion 22ay of the one-side clamping member 22a and the other-side tip portion 22by of the other-side clamping member 22b are in contact with each other.
In addition, a seal member S for maintaining watertightness is disposed between the pair of flange portions 21a.

以上の構成においては、対向する鍔部21aと挟持部材22との間には挟持方向と交差する交差方向(図2で矢印Z方向)に沿って、間隙部KG1が形成されるため、当該実施形態においては、当該間隙部KG1にコーキング材Coが充填されており、補強塗膜PUは、コーキング材Coの外側を覆う形で塗布されている。即ち、コーキング材Coは、交差方向で、間隙部KG1の一端又は他端に形成された開口から充填される。
ちなみに、コーキング材Coは、第1ボルトB1、第1ナットN1、第2ボルトB2、第2ナットN2の周囲の凹凸形状を有する部分の周囲に対しても塗布される。
説明を追加すると、液体貯留槽補強構造は、上述の如く、コーキング材Coが間隙部KG1に充填されると共に、第1ボルトB1、第1ナットN1、第2ボルトB2、第2ナットN2の周囲の凹凸形状を有する部分の周囲に対して塗布され、その外側に、プライマーPが塗布され、その外側に、補強塗膜PUが塗布されたものとなる。
In the above configuration, a gap KG1 is formed between the opposing flanges 21a and the clamping member 22 along a cross direction (arrow Z direction in FIG. 2) that crosses the clamping direction, and in this embodiment, the gap KG1 is filled with caulking material Co, and the reinforcing coating film PU is applied in a manner that covers the outside of the caulking material Co. That is, the caulking material Co is filled from an opening formed at one end or the other end of the gap KG1 in the cross direction.
Incidentally, the caulking material Co is also applied to the periphery of the uneven portions around the first bolt B1, the first nut N1, the second bolt B2, and the second nut N2.
To provide further explanation, as described above, the liquid storage tank reinforcement structure is formed by filling the gap KG1 with caulking material Co and applying it around the uneven parts surrounding the first bolt B1, the first nut N1, the second bolt B2, and the second nut N2, applying a primer P to the outside of the gap KG1, and applying a reinforcing coating film PU to the outside of the primer P.

他の部位として、図1のIII-III断面図である図3に示すように、側壁部20を構成する成型板状体21が直角を成して隣接する部位(平面視における流体貯留部の角の部位)では、一対の成型板状体21の鍔部21aが第1L字状金物K1にて固定されている。
説明を追加すると、一対の鍔部21aの一方が第1L字状金物K1の一端面部位K1aと第4ボルトB4及び第4ナットN4とにより締結固定されると共に、一対の鍔部21aの他方が第1L字状金物K1の他端面部位K1bと第3ボルトB3及び第3ナットN3とにより締結固定される。尚、一対の成型板状体21の鍔部21aと第1L字状金物K1との間には、水密を確保するためのシール部材Sが配設されている。
以上の構成においては、液体貯留槽補強構造は、コーキング材Coが、第3ボルトB3、第3ナットN3、第4ボルトB4、第4ナットN4の周囲の凹凸形状を有する部分の周囲に対して塗布され、その外側に、プライマーPが塗布され、その外側に、補強塗膜PUが塗布されたものとなる。
As another portion, as shown in Figure 3, which is a cross-sectional view of III-III in Figure 1, in a portion where the molded plate-like bodies 21 constituting the side wall portion 20 are adjacent to each other at a right angle (the corner portion of the fluid storage portion in a plan view), the flange portions 21a of a pair of molded plate-like bodies 21 are fixed by a first L-shaped metal fitting K1.
To further explain, one of the pair of flanges 21a is fastened to one end surface portion K1a of the first L-shaped metal K1 by a fourth bolt B4 and a fourth nut N4, and the other of the pair of flanges 21a is fastened to the other end surface portion K1b of the first L-shaped metal K1 by a third bolt B3 and a third nut N3. In addition, a seal member S is provided between the flanges 21a of the pair of molded plate bodies 21 and the first L-shaped metal K1 to ensure watertightness.
In the above configuration, the liquid storage tank reinforcement structure has caulking material Co applied around the uneven parts around the third bolt B3, the third nut N3, the fourth bolt B4, and the fourth nut N4, and then has primer P applied to the outside of that, and then has reinforcing coating film PU applied to the outside of that.

他の部位として、底面部30の外側面は、平面視で架台40と重畳する部分(図示省略)を除き、補強塗膜PUにより覆われている。
説明を追加すると、図1のIV-IV断面図である図4に示すように、コの字形状の架台40の一端面40bがコンクリート基礎DにアンカーボルトABにて締結固定されており、液体貯留槽100は、当該架台40の他端面40aに対して、底面部30を構成する成型板状体31の鍔部31aと側壁部20を構成する成型板状体21の下方側鍔部21b(下方側端部の一例)とが載置される状態で、上方から載置されている。
より詳細には、側壁部20を構成する成型板状体21の平板状部21dと底面部30を構成する成型板状体31の縁に設けられる鍔部31aと第2L字状金物K2の一端面部位K2bとが外側から順に並んだ状態で、第5ボルトB5と第5ナットN5により締結固定され、第2L字状金物K2の他端面部位K2aと第3L字状金物K3の一端面部位K3aとが第6ボルトB6と第6ナットN6により締結固定され、第3L字状金物K3の一端面部位K3bと、架台40の一端面40bと他端面40aとの間の平板面40cとが当接している。尚、底面部30を構成する成型板状体31の鍔部31aと側壁部20を構成する成型板状体21との間には、水密を確保するためのシール部材Sが配設されている。
以上の構成においては、液体貯留槽補強構造は、コーキング材Coが、第5ボルトB5、第5ナットN5、第6ボルトB6、第6ナットN6、アンカーボルトABの周囲の凹凸形状を有する部分の周囲に対して塗布され、その外側に、プライマーPが塗布され、その外側に、補強塗膜PUが塗布されたものとなる。
即ち、架台40の一端面40bがコンクリート基礎Dに当接している部分を除き、液体貯留槽100の外側が一体的に補強塗膜PUにて覆われる構造となる。
As for other parts, the outer surface of the bottom portion 30 is covered with a reinforcing coating film PU, except for a portion (not shown) that overlaps with the stand 40 in a plan view.
To provide further explanation, as shown in Figure 4, which is a cross-sectional view taken along line IV-IV of Figure 1, one end face 40b of a U-shaped stand 40 is fastened to a concrete foundation D with an anchor bolt AB, and the liquid storage tank 100 is placed from above, with the flange portion 31a of the molded plate-like body 31 constituting the bottom portion 30 and the lower flange portion 21b (an example of a lower end portion) of the molded plate-like body 21 constituting the side wall portion 20 placed against the other end face 40a of the stand 40.
More specifically, the flat portion 21d of the molded plate-like body 21 constituting the side wall portion 20, the flange portion 31a provided on the edge of the molded plate-like body 31 constituting the bottom portion 30, and one end surface portion K2b of the second L-shaped metal fitting K2 are arranged in order from the outside and fastened together by a fifth bolt B5 and a fifth nut N5, the other end surface portion K2a of the second L-shaped metal fitting K2 and one end surface portion K3a of the third L-shaped metal fitting K3 are fastened together by a sixth bolt B6 and a sixth nut N6, and the one end surface portion K3b of the third L-shaped metal fitting K3 abuts against the flat surface 40c between one end surface 40b and the other end surface 40a of the frame 40. In addition, a seal member S is disposed between the flange portion 31a of the molded plate-like body 31 constituting the bottom portion 30 and the molded plate-like body 21 constituting the side wall portion 20 to ensure watertightness.
In the above configuration, the liquid storage tank reinforcement structure is configured such that caulking material Co is applied around the uneven parts around the fifth bolt B5, the fifth nut N5, the sixth bolt B6, the sixth nut N6, and the anchor bolt AB, primer P is applied to the outside of that, and reinforcing coating film PU is applied to the outside of that.
In other words, except for the portion where one end surface 40b of the frame 40 abuts against the concrete foundation D, the outside of the liquid storage tank 100 is integrally covered with the reinforcing coating film PU.

〔別実施形態〕
(1)上記実施形態における液体貯留槽補強方法では、ケレン清掃処理、プライマー処理、仕上げ処理を実施する例を示したが、これらの処理は必ずしも実行しなくても構わないし、処理の内容を変更しても構わない。
[Another embodiment]
(1) In the above embodiment, the liquid storage tank reinforcing method includes an example in which a scraping cleaning process, a primer process, and a finishing process are performed. However, these processes do not necessarily have to be performed, and the content of the processes may be changed.

(2)コーキング材Coは、上記実施形態で示した部位の他、液体貯留槽100の外側の凹部に対して塗布される構成をとることが好ましい。
例えば、図5に示すように、液体貯留槽100は、側壁部20に、外側から内側へ向けて凹欠すると共にその底部に開孔21cが形成される凹欠開孔部OKが設けられると共に、対向する一対の側壁部20には、互いを凹欠開孔部OKを介して内側へ向けて引っ張り外部への膨出変形を防止する引張治具が設けられる構成をとる場合がある。
当該引張治具に係る構成について、説明を加えると、一方側の側壁部20において、側壁部20の外側で側壁部20に沿って延びる補強柱Hに対し外側から側壁部20へ向けて当接する当接部材Haと、当該当接部材Haの鍔部Ha1を貫通すると共に凹欠開孔部OKに挿通される第1ロックボルトSJ1と、第1ロックボルトSJ1の螺子頭SJ1bの近傍で第1ロックボルトSJ1に螺合可能で且つ凹欠開孔部OKの外側に位置するロックナットRNと、当該ロックナットRNと凹欠開孔部OKの間に設けられるワッシャW及びパッキンPaとから構成されている。
一方側の側壁部20側の第1ロックボルトSJ1の先端雄螺子部ON2と、他方側の側壁部20側の第2ロックボルトSJ2の先端雄螺子部ON4との双方に螺合する共通ナットTUを締めることにより、一方側の側壁部20と他方側の側壁部20とが、補強柱Hを介して外側から内側へ押圧される。この状態でロックナットRNを締めることにより、凹欠開孔部OKの開孔21cの水密が確保される。
当該構成においては、液体貯留槽補強構造は、コーキング材Coが、凹欠開孔部OKに外側から充填される形態で塗布され、その外側に、プライマーPが塗布され、その外側に、補強塗膜PUが塗布されたものとなる。ちなみに、補強柱Hについてもプライマー処理、補強塗膜塗布処理が実行される。
尚、当該実施形態では、第1ロックボルトSJ1の螺子頭SJ1b等の凹凸形状を有する部分に対しては、コーキング材Coを塗布していないが、塗布しても構わない。
(2) It is preferable that the caulking material Co be applied to the recesses on the outside of the liquid storage tank 100 in addition to the areas described in the above embodiment.
For example, as shown in FIG. 5, the liquid storage tank 100 may be configured such that the side wall portion 20 is provided with a recessed opening portion OK that is recessed from the outside to the inside and has an opening 21c at its bottom, and a pair of opposing side wall portions 20 are provided with pulling jigs that pull each other inward through the recessed opening portion OK to prevent outward bulging deformation.
To further explain the configuration of the tensile jig, it is composed of a contact member Ha that, in one side wall portion 20, abuts from the outside toward the side wall portion 20 against the reinforcing column H extending along the side wall portion 20 on the outside of the side wall portion 20, a first lock bolt SJ1 that penetrates the flange portion Ha1 of the abutment member Ha and is inserted into the recessed opening portion OK, a lock nut RN that can be screwed into the first lock bolt SJ1 near the screw head SJ1b of the first lock bolt SJ1 and is located outside the recessed opening portion OK, and a washer W and a gasket Pa that are provided between the lock nut RN and the recessed opening portion OK.
By tightening a common nut TU that screws onto both the tip male screw portion ON2 of the first lock bolt SJ1 on one side wall portion 20 and the tip male screw portion ON4 of the second lock bolt SJ2 on the other side wall portion 20, the one side wall portion 20 and the other side wall portion 20 are pressed from the outside to the inside via the reinforcing pillar H. By tightening the lock nut RN in this state, the watertightness of the opening 21c of the recessed opening portion OK is ensured.
In this configuration, the liquid storage tank reinforcement structure is formed by applying the caulking material Co to the recessed openings OK from the outside, applying the primer P to the outside of the caulking material Co, and applying the reinforcing coating film PU to the outside of the primer P. Incidentally, the reinforcing columns H are also subjected to the primer treatment and the reinforcing coating film application treatment.
In this embodiment, the caulking material Co is not applied to the portions having uneven shapes such as the screw head SJ1b of the first lock bolt SJ1, but it may be applied thereto.

(3)上記実施形態では、成型板状体11、21、31は、FRPから成る例を示したが、他の材料から構成しても構わない。
また、上記実施形態では、成型板状体11、21、31は、縁に鍔部を有する平板形状である構成例を示した。
しかしながら、成型板状体11、21、31は、種々の形状のものを用いることができ、例えば、平板形状の部分は、液体貯留槽100として組み上げられた状態において、内側又は外側に中央が膨出する形状としても構わない。
(3) In the above embodiment, the molded plate-like bodies 11, 21, 31 are made of FRP, but they may be made of other materials.
In the above embodiment, the molded plate-like bodies 11, 21, and 31 are in the shape of a flat plate having a flange on the edge.
However, the molded plate-like bodies 11, 21, 31 may have various shapes. For example, the flat plate-shaped portions may have a shape that bulges inward or outward in the center when assembled into the liquid storage tank 100.

尚、上記実施形態(別実施形態を含む、以下同じ)で開示される構成は、矛盾が生じない限り、他の実施形態で開示される構成と組み合わせて適用することが可能であり、また、本明細書において開示された実施形態は例示であって、本発明の実施形態はこれに限定されず、本発明の目的を逸脱しない範囲内で適宜改変することが可能である。 The configurations disclosed in the above embodiment (including other embodiments, the same applies below) can be applied in combination with configurations disclosed in other embodiments, provided no contradictions arise. Furthermore, the embodiments disclosed in this specification are merely examples, and the present invention is not limited to these embodiments. Appropriate modifications can be made without departing from the scope of the present invention.

本発明の液体貯留槽補強構造、液体貯留槽補強方法は、補強作業時の作業員の安全性を担保しつつも、水の安定供給を維持可能であり、地震等の振動発生時に液体貯留槽の破損を防いで水漏れを防止できると共に、液体貯留槽構造物の外部への飛散を防止できる液体貯留槽補強構造、液体貯留槽補強方法として、有効に利用可能である。 The liquid storage tank reinforcement structure and liquid storage tank reinforcement method of the present invention can maintain a stable supply of water while ensuring the safety of workers during reinforcement work, and can be effectively used as a liquid storage tank reinforcement structure and liquid storage tank reinforcement method that can prevent damage to the liquid storage tank and prevent water leakage when vibrations such as earthquakes occur, as well as prevent the liquid storage tank structure from scattering outside.

10 :天井部
11 :成型板状体
20 :側壁部
21 :成型板状体
21a :鍔部
21c :開孔
22 :挟持部材
30 :底面部
31 :成型板状体
40 :架台
100 :液体貯留槽
AB :アンカーボルト
Co :コーキング材
KG1 :間隙部
PU :補強塗膜
Reference Signs List 10: Ceiling 11: Molded plate 20: Side wall 21: Molded plate 21a: Flange 21c: Opening 22: Clamping member 30: Bottom 31: Molded plate 40: Stand 100: Liquid storage tank AB: Anchor bolt Co: Caulking material KG1: Gap PU: Reinforcing coating

Claims (5)

天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強構造であって、
前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆う、ポリウレア樹脂の補強塗膜を備え
前記側壁部を構成する成型板状体の縁には、外側へ向けて延設される鍔部が設けられており、
前記側壁部を構成する前記成型板状体のうち隣接する一対の前記成型板状体の前記縁は、対向する前記鍔部の双方を挟持する挟持部材にて挟まれる形態で固定され、
対向する前記鍔部と前記挟持部材との間で挟持方向と交差する交差方向に沿って形成される間隙部を埋める形態でコーキング材が充填されて設けられ、
前記補強塗膜は、前記コーキング材の外側を覆う形で塗膜を形成する液体貯留槽補強構造。
A liquid storage tank reinforcement structure for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion,
A reinforcing coating film of a polyurethane resin is provided which is adhered to the ceiling portion, the side wall portion, and the bottom portion and integrally covers the outer sides of the ceiling portion, the side wall portion, and the bottom portion ;
The edge of the molded plate-like body constituting the side wall portion is provided with a flange portion extending outward,
The edges of a pair of adjacent molded plate-like bodies among the molded plate-like bodies constituting the side wall portion are fixed in a manner in which they are sandwiched by a clamping member that clamps both of the opposing flange portions,
A caulking material is filled in a gap formed between the opposing flanges and the clamping members along a cross direction crossing the clamping direction,
The reinforcing coating film is a liquid storage tank reinforcing structure that forms a coating film to cover the outside of the caulking material .
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強構造であって、
前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆う、ポリウレア樹脂の補強塗膜を備え、
前記側壁部には、外側から内側へ向けて凹欠すると共にその底部に開孔が形成される凹欠開孔部が設けられ、
対向する一対の前記側壁部には、前記凹欠開孔部を介して互いを内側へ向けて引っ張り、外側への膨出変形を防止する引張治具が設けられ、
前記凹欠開孔部にはコーキング材が充填され、前記補強塗膜は、前記コーキング材の外側を覆う形で塗膜を形成する液体貯留槽補強構造。
A liquid storage tank reinforcement structure for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion,
A reinforcing coating film of a polyurethane resin is provided which is adhered to the ceiling portion, the side wall portion, and the bottom portion and integrally covers the outer sides of the ceiling portion, the side wall portion, and the bottom portion;
The side wall portion is provided with a recessed opening portion that is recessed from the outside to the inside and has an opening at its bottom,
A tension jig is provided on the pair of opposing side wall portions to pull each other inward through the recessed opening portion to prevent outward bulging deformation,
A liquid storage tank reinforcing structure in which the recessed opening is filled with a caulking material, and the reinforcing coating film forms a coating film that covers the outside of the caulking material .
前記底面部及び前記側壁部の下方側端部は、アンカーボルトにより土台に固定された架台に載置されており、
前記底面部の外側面は、平面視で前記架台と重畳する部分を除き、前記補強塗膜により覆われている請求項1又は2に記載の液体貯留槽補強構造。
The bottom surface portion and the lower end portion of the side wall portion are placed on a stand fixed to a foundation by anchor bolts,
The liquid storage tank reinforcement structure according to claim 1 or 2 , wherein an outer surface of the bottom portion is covered with the reinforcing coating film except for a portion that overlaps with the stand in a plan view.
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強方法であって、A method for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, comprising the steps of:
前記側壁部を構成する成型板状体の縁には、外側へ向けて延設される鍔部が設けられており、前記側壁部を構成する前記成型板状体のうち隣接する一対の前記成型板状体の前記縁が、対向する前記鍔部の双方を挟持する挟持部材にて挟まれる形態で固定されている構成において、A flange portion extending outward is provided on the edge of the molded plate-like body constituting the side wall portion, and the edges of a pair of adjacent molded plate-like bodies among the molded plate-like bodies constituting the side wall portion are fixed in a manner in which they are clamped by a clamping member that clamps both of the opposing flange portions,
対向する前記鍔部と前記挟持部材との間で挟持方向と交差する交差方向に沿って形成される間隙部を埋める形態でコーキング材を充填し、Filling a gap formed between the opposing flanges and the clamping members along a cross direction crossing the clamping direction with a caulking material;
ポリウレア樹脂の補強塗膜を、前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆い、A reinforcing coating film of a polyurethane resin is adhered to the ceiling portion, the side wall portion, and the bottom portion to integrally cover the outsides of the ceiling portion, the side wall portion, and the bottom portion;
前記コーキング材の外側を覆う形で前記補強塗膜を形成する液体貯留槽補強方法。A method for reinforcing a liquid storage tank, comprising forming the reinforcing coating film to cover the outside of the caulking material.
天井部と側壁部と底面部とを有する液体貯留槽を補強する液体貯留槽補強方法であって、
前記側壁部に、外側から内側へ向けて凹欠すると共にその底部に開孔が形成される凹欠開孔部が設けられると共に、対向する一対の前記側壁部には、前記凹欠開孔部を介して互いを内側へ向けて引っ張り、外側への膨出変形を防止する引張治具が設けられた構成において、
前記凹欠開孔部にコーキング材を充填し、
ポリウレア樹脂の補強塗膜を、前記天井部と前記側壁部と前記底面部とに接着する形態で、前記天井部と前記側壁部と前記底面部との外側を一体的に覆い、
前記コーキング材の外側を覆う形で前記補強塗膜を形成する液体貯留槽補強方法。
A method for reinforcing a liquid storage tank having a ceiling portion, a side wall portion, and a bottom portion, comprising the steps of:
In a configuration in which a recessed hole portion that is recessed from the outside to the inside and has an opening at the bottom thereof is provided in the side wall portion, and a pair of opposing side wall portions are provided with a pulling tool that pulls each other inward through the recessed hole portion to prevent outward bulging deformation,
Filling the recessed opening with a caulking material;
A reinforcing coating film of a polyurethane resin is adhered to the ceiling portion, the side wall portion, and the bottom portion to integrally cover the outsides of the ceiling portion, the side wall portion, and the bottom portion;
A method for reinforcing a liquid storage tank , comprising forming the reinforcing coating film to cover the outside of the caulking material .
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