JPH04294780A - Water tank with fracture valve for prevention of floating - Google Patents

Water tank with fracture valve for prevention of floating

Info

Publication number
JPH04294780A
JPH04294780A JP3047083A JP4708391A JPH04294780A JP H04294780 A JPH04294780 A JP H04294780A JP 3047083 A JP3047083 A JP 3047083A JP 4708391 A JP4708391 A JP 4708391A JP H04294780 A JPH04294780 A JP H04294780A
Authority
JP
Japan
Prior art keywords
water tank
tank
floating
water
valve body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3047083A
Other languages
Japanese (ja)
Inventor
Kiichi Tsubosaka
壺阪 喜一
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP3047083A priority Critical patent/JPH04294780A/en
Publication of JPH04294780A publication Critical patent/JPH04294780A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • Y02A20/208Off-grid powered water treatment

Abstract

PURPOSE:To provide a water tank provided with a fracture valve device for prevention of floating which can prevent at low cost the tank from floating due to the buoyancy, etc., of underground water. CONSTITUTION:An opening 2 is formed in the bottom of a water tank 1 embedded in the ground and a valve body 3 is detachably mounted over the opening 2 of the tank 1, wherein the valve body 3 is formed so as to fracture under predetermined pressure. And when a floating force is produced, the valve body 3 fractures, whereby underground water is admitted into the tank 1 as a countermeasure in emergency to prevent the tank 1 from floating.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、水処理施設などにおい
て埋設した状態に設置される浮揚防止用破断弁装置付水
槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water tank with a rupture valve device for preventing floating, which is installed in a buried state in a water treatment facility or the like.

【0002】0002

【従来の技術】従来、水処理施設においてはコンクリー
ト躯体の水槽を埋設して水路および処理槽を形成してい
た。しかし、埋設した地盤の地下水位が上昇したり、被
圧水がかかる場所では水槽は浮力および被圧水圧力を受
けて浮揚し、水槽内のレベルが変化する問題があった。 このため、従来は躯体のコンクリート量を増やして水槽
の重量増を図ったり、地盤の岩盤層などにアンカーボル
ト等で固定したり、集水管を水槽底面に布設して地下水
位および被圧水圧力の低下を図ったりしていた。
2. Description of the Related Art Conventionally, in water treatment facilities, water channels and treatment tanks have been formed by burying concrete-framed water tanks. However, in locations where the underground water level in the buried ground rises or where pressurized water is applied, the water tank becomes buoyant due to the buoyancy and pressure of the water under pressure, causing a problem in that the level within the tank changes. For this reason, conventional methods have been to increase the weight of the water tank by increasing the amount of concrete in the frame, fixing it to the bedrock layer of the ground with anchor bolts, etc., and installing water collection pipes at the bottom of the tank to improve the underground water level and pressure. They were also trying to reduce the

【0003】0003

【発明が解決しようとする課題】しかし、上記した従来
の構成によれば、コンクリート量の増加や構造が複雑と
なるなどのために、水槽の建設コストに加えて余分な費
用を必要とする問題があった。
[Problems to be Solved by the Invention] However, according to the above-mentioned conventional configuration, there is a problem that extra costs are required in addition to the construction cost of the water tank due to an increase in the amount of concrete and a complicated structure. was there.

【0004】本発明は上記課題を解決するもので、低コ
ストで浮揚を防止することができる浮揚防止破断弁装置
付水槽を提供することを目的とする。
The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide a water tank equipped with a buoyancy prevention rupture valve device that can prevent buoyancy at low cost.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に本発明の浮揚防止破断弁装置付水槽は、地中に埋設さ
れる水槽の底面に開口部を設け、水槽の底面に前記開口
部を覆って弁体を着脱可能に装着し、前記弁体を所定圧
力下において破断する強度に形成した構成としたもので
ある。
[Means for Solving the Problems] In order to solve the above problems, an aquarium with an anti-flotation rupture valve device according to the present invention is provided with an opening at the bottom of the aquarium to be buried underground, and the opening at the bottom of the aquarium. A valve body is removably attached to cover the valve body, and the valve body is formed to have a strength such that it can be broken under a predetermined pressure.

【0006】[0006]

【作用】上記構成により、水槽を埋設した地盤の地下水
位および被圧水圧力が上昇して水槽に浮揚力が作用し、
水槽の底面に設けた破断弁に設定値以上の圧力が作用す
ると、破断弁が破断して水槽周囲の地下水を水槽内に導
き入れる。このことにより、水槽に作用する浮力および
被圧水圧力を解消して緊急措置的に水槽の浮揚を阻止し
、水槽の破損を防止する。
[Operation] With the above configuration, the groundwater level and arterial water pressure in the ground where the water tank is buried rise, and a buoyant force acts on the water tank.
When a pressure equal to or higher than a set value acts on the rupture valve provided at the bottom of the water tank, the rupture valve ruptures and the groundwater around the tank is introduced into the tank. This eliminates the buoyant force and pressurized water pressure acting on the water tank, prevents the water tank from floating as an emergency measure, and prevents damage to the water tank.

【0007】[0007]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1において、水槽1はコンクリート躯体で形
成されており、所定地盤の地中に埋設されている。そし
て、水槽1の底面には開口部2が形成されており、開口
部2を覆って弁断弁3が水槽1の底面に設けられている
。この破断弁3は周縁部の適当箇所をボルト4によって
水槽1の底面に着脱自在に装着されており、水槽1の底
面に当接する部位に水蜜性を保持している。また、破断
弁3は水槽1が浮揚するほどの圧力を受けたときに、そ
の圧力下において破断するように強度が設定されている
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, a water tank 1 is formed of a concrete frame and is buried underground in a predetermined ground. An opening 2 is formed on the bottom of the water tank 1, and a valve 3 is provided on the bottom of the water tank 1 to cover the opening 2. This rupture valve 3 is removably attached to the bottom surface of the water tank 1 by means of bolts 4 at appropriate locations on the periphery thereof, and retains water-tightness at the portion that abuts on the bottom surface of the water tank 1. Further, the strength of the rupture valve 3 is set so that when the water tank 1 receives a pressure sufficient to float, the rupture valve 3 ruptures under the pressure.

【0008】以下、上記構成における作用を説明する。 水槽1を埋設した地盤の地下水位の上昇による浮力の増
加および被圧水圧力の増圧により水槽1に浮揚力が作用
する。このとき、水槽1の底面に設けた破断弁3に設定
値以上の圧力が作用して破断弁3が破断し、水槽周囲の
地下水が水槽底面の開口部2から水槽内に流入する。こ
のことにより、水槽1に作用する浮力および被圧水圧力
が解消され、緊急措置的に水槽の浮揚が阻止されて水槽
の破損が防止される。
[0008] The operation of the above configuration will be explained below. A buoyant force acts on the water tank 1 due to an increase in buoyancy due to a rise in the groundwater level in the ground where the water tank 1 is buried and an increase in the pressure of the water under pressure. At this time, a pressure equal to or higher than the set value acts on the rupture valve 3 provided on the bottom of the tank 1, causing the rupture valve 3 to rupture, and the groundwater around the tank flows into the tank through the opening 2 at the bottom of the tank. As a result, the buoyant force and water pressure acting on the water tank 1 are eliminated, and the water tank is prevented from floating as an emergency measure, thereby preventing damage to the water tank.

【0009】そして、地下水の処置を施した後に、脱着
によって破断した破断弁3を新しいものに取り替える修
復作業を行う。したがって、本実施例によれば上下水プ
ラントなどの処理水槽として用いられる埋設水槽の浮揚
を緊急対策として防止することができる。
[0009] After treating the groundwater, repair work is performed to replace the rupture valve 3 that has been broken due to attachment and detachment with a new one. Therefore, according to this embodiment, floating of a buried water tank used as a treatment water tank in a water and sewage plant or the like can be prevented as an emergency measure.

【0010】0010

【発明の効果】以上述べたように本発明によれば、所定
圧力下において破断するように形成された破断弁を水槽
の底面に設けることにより、浮揚力が作用したときに地
下水を水槽内に導き入れて水槽の浮揚を緊急措置的に防
止することができる。
As described above, according to the present invention, a rupture valve formed to rupture under a predetermined pressure is provided on the bottom of the water tank, so that groundwater can be drained into the tank when buoyancy force is applied. This can be used as an emergency measure to prevent the tank from floating.

【図面の簡単な説明】[Brief explanation of drawings]

【図1】本発明の一実施例における浮揚防止用破断弁装
置付水槽の縦断面図である。
FIG. 1 is a longitudinal sectional view of a water tank equipped with a rupture valve device for preventing floating in one embodiment of the present invention.

【図2】同実施例における浮揚防止用破断弁装置付水槽
の全体平面図である。
FIG. 2 is an overall plan view of a water tank with a rupture valve device for preventing floating in the same embodiment.

【符号の説明】[Explanation of symbols]

1    水槽 2    開口部 3    破断弁 1 Aquarium 2 Opening 3 Break valve

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  地中に埋設される水槽の底面に開口部
を設け、水槽の底面に前記開口部を覆って弁体を着脱可
能に装着し、前記弁体を所定圧力下において破断する強
度に形成したことを特徴とする浮揚防止用破断弁装置付
水槽。
Claim 1: An opening is provided in the bottom of a water tank to be buried underground, a valve body is removably attached to the bottom of the water tank covering the opening, and the valve body has a strength such that the valve body breaks under a predetermined pressure. A water tank equipped with a rupture valve device for preventing buoyancy, characterized in that it is formed with a break valve device for preventing floating.
JP3047083A 1991-03-13 1991-03-13 Water tank with fracture valve for prevention of floating Pending JPH04294780A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3047083A JPH04294780A (en) 1991-03-13 1991-03-13 Water tank with fracture valve for prevention of floating

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3047083A JPH04294780A (en) 1991-03-13 1991-03-13 Water tank with fracture valve for prevention of floating

Publications (1)

Publication Number Publication Date
JPH04294780A true JPH04294780A (en) 1992-10-19

Family

ID=12765283

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3047083A Pending JPH04294780A (en) 1991-03-13 1991-03-13 Water tank with fracture valve for prevention of floating

Country Status (1)

Country Link
JP (1) JPH04294780A (en)

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