JP2922467B2 - Manhole cover height and tilt adjustment device for underground buried tank - Google Patents

Manhole cover height and tilt adjustment device for underground buried tank

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Publication number
JP2922467B2
JP2922467B2 JP8239783A JP23978396A JP2922467B2 JP 2922467 B2 JP2922467 B2 JP 2922467B2 JP 8239783 A JP8239783 A JP 8239783A JP 23978396 A JP23978396 A JP 23978396A JP 2922467 B2 JP2922467 B2 JP 2922467B2
Authority
JP
Japan
Prior art keywords
tank
manhole
manhole cover
septic tank
frame
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.)
Expired - Fee Related
Application number
JP8239783A
Other languages
Japanese (ja)
Other versions
JPH1057939A (en
Inventor
敏幸 永瀬
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.)
MEIHO KOGYO KK
Original Assignee
MEIHO KOGYO KK
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Filing date
Publication date
Application filed by MEIHO KOGYO KK filed Critical MEIHO KOGYO KK
Priority to JP8239783A priority Critical patent/JP2922467B2/en
Publication of JPH1057939A publication Critical patent/JPH1057939A/en
Application granted granted Critical
Publication of JP2922467B2 publication Critical patent/JP2922467B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地下埋設槽用マン
ホ−ル蓋の高さ兼傾斜調節装置に関し、殊に、小型便槽
や小型浄化槽や小型貯水槽におけるマンホ−ル蓋の高さ
兼傾斜調節装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for adjusting the height and inclination of a manhole cover for an underground buried tank, and more particularly to a height and inclination of a manhole cover for a small toilet tank, a small septic tank or a small water tank. The present invention relates to a tilt adjusting device.

【0002】[0002]

【従来の技術】一般に、公共下水道設備のない地域で
は、住居や工場などから排出される廃水は、浄化しなけ
れば公共水域へは放流してはならない。
2. Description of the Related Art Generally, in areas without public sewerage facilities, wastewater discharged from houses and factories must not be discharged into public waters unless it is purified.

【0003】そのため、し尿と雑排水をまとめて同時に
浄化処理する、いわゆる合併浄化槽(以下、単に浄化槽
という)を必要とするが、一般的な浄化槽は、腐敗槽、
酸化槽および消毒槽からなり、汚水と共に流入する汚物
を腐敗槽で嫌気性微生物により消化分解させ、分解が進
行すると汚物は液化し、一部はガス化する。液化した部
分は酸化槽で好気性微生物により消化分解され、処理さ
れた排水は最後に消毒槽で消毒して公共水域へ放流され
る。
For this reason, a so-called combined septic tank (hereinafter simply referred to as a septic tank) for simultaneously purifying human waste and miscellaneous wastewater is required.
It consists of an oxidation tank and a disinfection tank, and the sewage flowing together with the sewage is digested and decomposed by anaerobic microorganisms in a septic tank. The liquefied part is digested and decomposed by aerobic microorganisms in an oxidation tank, and the treated wastewater is finally disinfected in a disinfection tank and discharged into public waters.

【0004】かかる浄化槽は宅地内等に埋設されるが、
この浄化槽は保守点検、清掃および検査が義務付けされ
ているので、人の出入り可能な複数のマンホ−ルを必要
としている。
[0004] Such septic tanks are buried in residential land and the like.
Since the septic tank requires maintenance, cleaning and inspection, it requires a plurality of manholes that can be accessed by humans.

【0005】このマンホ−ル蓋は、浄化槽本体に雨水の
浸入を防ぐため、地表より所定の高さ、例えば、30c
m程度高くしたり、浄化槽本体を深埋設する場合に深く
(大阪府ではマンホ−ル蓋が地表より20cm迄深く
可)したり、更には車庫等内に埋設する場合、地表と面
一にしたりする。
The manhole cover has a predetermined height from the ground surface, for example, 30 cm, to prevent rainwater from entering the septic tank main body.
m or deeper when the septic tank body is deeply buried (in Osaka Prefecture, the manhole cover can be as deep as 20 cm below the ground surface), or even when buried in a garage or the like, it is flush with the ground surface. I do.

【0006】ところで、所定の深さの浄化槽埋設用穴を
掘削した後、この穴に浄化槽を設置すると、マンホ−ル
蓋の高さの寸法出しが難しい。そのため、浄化槽埋設用
穴と浄化槽本体との誤差を吸収するため、マンホ−ル蓋
取付枠を浄化槽本体の上方開口部に対し、上下スライド
自在にした提案がなされている(実公昭56−3135
2号公報参照)。
By the way, if a septic tank is installed in this hole after digging a hole for burying a septic tank with a predetermined depth, it is difficult to determine the height of the manhole cover. Therefore, in order to absorb the error between the septic tank embedding hole and the septic tank main body, a proposal has been made in which the manhole cover mounting frame is vertically slidable with respect to the upper opening of the septic tank main body (Japanese Utility Model Publication No. 56-3135).
No. 2).

【0007】また、図5に示すような提案(例えば、特
開平7−328599号公報、特開平7−331683
号公報等参照)もなされている。
A proposal as shown in FIG. 5 (for example, Japanese Patent Application Laid-Open No. 7-328599, Japanese Patent Application Laid-open No. 7-331683).
No., etc.).

【0008】すなわち、浄化槽本体(不図示)の上面
に、その下端に外フランジ3Aを有する本体側立上り枠
4Aを複数のボルトにより取付け、この本体側立上り枠
4Aには、上下1対のオスメス螺旋筒7Aが載置されて
ボルトにより取付けられる。
More specifically, a body-side rising frame 4A having an outer flange 3A at its lower end is attached to the upper surface of a septic tank body (not shown) by a plurality of bolts, and a pair of upper and lower male and female spirals is attached to the body-side rising frame 4A. The cylinder 7A is placed and attached with bolts.

【0009】このメス螺旋筒7bにはマンホ−ル枠21
Aが取付けられている。そして、このオスメス螺旋筒7
Aは、通常、アジャスタ−と呼ばれ、上方のメス螺旋筒
7bを矢印のように回転させて螺進退させ、マンホ−ル
蓋の高さを調節する。なお、このオスメス螺旋筒7Aや
本体側立上り枠4Aをカサアゲ管体と称している。
The female spiral cylinder 7b has a manhole frame 21 attached thereto.
A is attached. And this male and female spiral cylinder 7
A is generally called an adjuster, and rotates the upper female spiral cylinder 7b as shown by the arrow to advance and retreat, thereby adjusting the height of the manhole cover. Note that the male and female spiral cylinder 7A and the main body side rising frame 4A are referred to as a "casing tree".

【0010】[0010]

【発明が解決しようとする課題】しかしながら、前記し
たいずれの提案も、車庫等で地表が傾斜している場合、
浄化槽本体が水平状に設置されることから、マンホ−ル
蓋と傾斜した地表とが面一にならない、という問題があ
った。
However, in any of the above proposals, when the ground surface is inclined in a garage or the like,
Since the septic tank main body is installed horizontally, there has been a problem that the manhole cover and the inclined surface are not flush.

【0011】そこで本発明は、かかる問題を解決するこ
とを主たる課題としたものである。
Therefore, the present invention has as its main object to solve such a problem.

【0012】[0012]

【課題を解決するための手段】かかる課題を解決するた
め、本発明の要旨とするところは、プラスチック製地下
埋設槽に一体成形された立上り枠を設け、該立上り枠
に、軸長短寸のブロ−成形したプラスチック製メス螺筒
を内嵌して固着し、該メス螺筒に、球状膨出体をもつブ
ロ−成形したプラスチック製オス螺筒を螺合し、該球状
膨出体に、マンホ−ル枠をもつブロ−成形したプラスチ
ック製の他の球状膨出体を球面摺動自在に嵌合し、該マ
ンホ−ル枠にマンホ−ル蓋を開閉自在に被覆したことを
特徴とする地下埋設槽用マンホ−ル蓋の高さ兼傾斜調節
装置にある。
Means for Solving the Problems In order to solve the above problems, the gist of the present invention is to provide a rising frame integrally formed in a plastic underground burying tank, and to attach the rising frame to a short and long shaft. -A molded plastic female screw cylinder is fitted and fixed therein, and a blow-molded plastic male screw cylinder having a spherical swelling body is screwed to the female screw cylinder. A basement, characterized in that another blow-molded plastic swelled body having a frame is fitted slidably on a spherical surface, and the manhole frame is covered with a manhole cover so as to be openable and closable. It is in the height / tilt adjusting device of the manhole cover for the buried tank.

【0013】[0013]

【発明の実施の形態】本発明を、添付図面に示す実施の
形態例により詳細に述べる。図1は本発明の実施の形態
例の全体正面図、図2は図1の側面図、図3は図1の要
部拡大断面図、図4は図3の分解図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to embodiments shown in the accompanying drawings. 1 is an overall front view of an embodiment of the present invention, FIG. 2 is a side view of FIG. 1, FIG. 3 is an enlarged sectional view of a main part of FIG. 1, and FIG. 4 is an exploded view of FIG.

【0014】本実施の形態例の浄化槽1は、厚肉の塩ビ
板(原管を切開したもの)をブロ−成形法により製造さ
れたものであるが、これは、し尿と生活雑排水とをまと
めて浄化処理する、いわゆる合併処理浄化槽に好適であ
る。
The septic tank 1 according to the present embodiment is manufactured by blow molding a thick-walled PVC plate (having the original tube cut out). It is suitable for a so-called merger treatment septic tank that purifies in a lump.

【0015】この浄化槽1は、その処理に嫌気性微生物
の生息した濾床接触曝気方式を用いて3〜4つの部屋に
区切っていることから、3〜4つのマンホ−ル2,2…
を備えており、しかも、これらのマンホ−ル2は乗用車
等の静的路面荷重に耐えられるようになっている。
The septic tank 1 is divided into three to four rooms by using a filter bed contact aeration system in which anaerobic microorganisms inhabit for the treatment, so that three to four manholes 2, 2,...
In addition, these manholes 2 can withstand a static road load such as a passenger car.

【0016】この浄化槽1を更に述べる。図1および図
2において、浄化槽本体3は、水平方向で若干扁平状に
なった上、下の筐体4,4をフランジ合せで一体的に構
成しており、この浄化槽本体3は、栗石基礎5と、その
上面に打たれたコンクリ−ト底版6とで水平状に支持さ
れている。
The septic tank 1 will be further described. 1 and 2, the septic tank main body 3 is slightly flattened in the horizontal direction, and the lower casings 4, 4 are integrally formed by flange alignment. 5 and a concrete bottom slab 6 struck on the upper surface thereof are horizontally supported.

【0017】この支持状態は、槽内の汚水処理の都合上
(例えば、第1、第2の嫌気または好気性濾床槽や接触
曝気槽や沈殿槽や消毒槽は傾くことによって、その処理
が不良となる)、たとえ、地表GLが傾斜していても、
浄化槽1を傾置することはできない。
[0017] This supporting state is not suitable for the treatment of sewage in the tank (for example, the first and second anaerobic or aerobic filter bed tanks, contact aeration tanks, sedimentation tanks, and disinfecting tanks are tilted so that the treatment is not performed). Even if the ground surface GL is inclined,
The septic tank 1 cannot be tilted.

【0018】また、一般的にはマンホ−ル2のマンホ−
ル蓋7は地表GLと面一になっており、その周辺はコン
クリ−ト8を打込んでいる。なお、図中、9は汚水流入
管、10は処理水放出管を示す。
In general, the manhole of manhole 2 is
The cover 7 is flush with the ground surface GL, and a concrete 8 is driven around the cover. In the figure, 9 indicates a sewage inflow pipe, and 10 indicates a treated water discharge pipe.

【0019】かかる浄化槽本体3のマンホ−ル(口径4
50〜500mmφ)2では、次のような高さ兼傾斜調
節装置(軸長約200〜300mm)11を介してマン
ホ−ル蓋7が着脱自在に取付けられている。
The manhole (caliber 4) of the septic tank body 3 is used.
In the case of (50-500 mmφ) 2, the manhole cover 7 is detachably attached via a height and inclination adjusting device (axial length of about 200 to 300 mm) 11 as described below.

【0020】図3および図4において、浄化槽本体3の
上面には、ブロ−成形時に一体的に成形された高さ約1
10mmのリング状立上り枠12を設けている。
3 and 4, on the upper surface of the septic tank main body 3, a height of about 1 which is integrally formed at the time of blow molding.
A ring-shaped rising frame 12 of 10 mm is provided.

【0021】したがって、この立上り枠12は浄化槽本
体3に対しボルト等による縫着もなく、かつ、路面荷重
も良好に耐えられる。
Therefore, the rising frame 12 does not have to be sewn to the septic tank main body 3 by bolts or the like, and can withstand a road surface load well.

【0022】この立上り枠12には、これより若干小径
のメス螺筒13が固着されている。このメス螺筒13の
上端には外向きフランジ14が一体的に形成され、この
外向きフランジ14が立上り枠12の上端に載置され、
ボルト等(不図示)で固着されている。
A female screw cylinder 13 having a slightly smaller diameter is fixed to the rising frame 12. An outward flange 14 is integrally formed on the upper end of the female screw cylinder 13, and the outward flange 14 is placed on the upper end of the rising frame 12,
It is fixed with bolts or the like (not shown).

【0023】そして、このメス螺筒13の全軸長にわた
り螺旋凹条15が形成され、その軸長は、立上り枠12
の高さより若干大になっているので、螺旋凹条15の数
は実質的に1条ですみ、その上下に補助の条を設けるだ
けで、充分に耐えられると共に、浄化槽本体3の凸状天
井内で突出して浄化槽本体3の実質的な内部空間を占め
ることもない。
A spiral groove 15 is formed over the entire axial length of the female screw cylinder 13, and the axial length of the spiral
Is slightly larger than the height of the spiral, so that the number of spiral concave strips 15 is substantially one. It does not project inside and occupy a substantial internal space of the septic tank main body 3.

【0024】このメス螺筒13には、内の球状膨出部
(コア)16をもつオス螺筒17が螺進退自在に螺合さ
れている。
A male screw cylinder 17 having an inner spherical bulging portion (core) 16 is screwed into the female screw cylinder 13 so as to be able to advance and retreat.

【0025】このオス螺筒17の螺旋凸条18は、前記
螺旋凹条15の条数より2倍以上の条数で形成されてお
り、また、その上方には内の球状膨出体16を連設して
いる。この内の球状膨出体16は、水平方向(軸方向を
垂直とする)の最大径を挟んで球体輪切状に形成されて
いる。
The helical ridge 18 of the male screw cylinder 17 is formed with a number of ridges that is twice or more as large as the number of the helical concave ridges 15. It is connected continuously. The spherical swelling body 16 is formed into a sphere ring shape across a maximum diameter in the horizontal direction (the axis direction is vertical).

【0026】この内の球状膨出体16には、外の球状膨
出体(シエル)19が球面摺動自在に外嵌されている。
この球状膨出体19には水平状のOリング溝20を外向
きに形成し、このOリング溝20にOリング(不図示)
を嵌め込んで、これらの内外の球状膨出体16,19を
シ−ルすると共に、球面摺動を円滑にしている。そし
て、これらの内外の球状膨出体16,19を傾斜継手ま
たは自在継手と呼んでいる。
An outer spherical bulge (shell) 19 is externally fitted to the spherical bulge 16 so as to be slidable on a spherical surface.
A horizontal O-ring groove 20 is formed outward in the spherical bulging body 19, and an O-ring (not shown) is formed in the O-ring groove 20.
To seal the inner and outer spherical bulges 16 and 19 and smooth the spherical sliding. These inner and outer spherical bulges 16 and 19 are called an inclined joint or a universal joint.

【0027】また、外の球状膨出体19の下端には外向
きフランジ21を形成し、外の球状膨出体19の変形を
防止する補強リブとすると共に、傾斜調節して埋設後に
コンクリ−トで固め、その傾斜を維持している。
An outer flange 21 is formed at the lower end of the outer spherical bulge 19 to form a reinforcing rib for preventing the outer spherical bulge 19 from being deformed. And maintain its inclination.

【0028】更に、外の球状膨出体19の上端にはスリ
−ブ22を一体的に形成し、このスリ−ブ22にマンホ
−ル枠23のリング状足24を外嵌して接着接合するよ
うにしている。
Further, a sleeve 22 is integrally formed on the upper end of the outer spherical swelling body 19, and a ring-shaped foot 24 of a manhole frame 23 is externally fitted to the sleeve 22 to be bonded and bonded. I am trying to do it.

【0029】このマンホ−ル枠23の上面には、マンホ
−ル蓋7の嵌合溝25が形成され、マンホ−ル蓋7の下
面外周部に設けた縁部26が嵌合するようになってい
る。そして、このマンホ−ル枠23は塩ビ射出成形によ
り成形されている。
A fitting groove 25 for the manhole cover 7 is formed on the upper surface of the manhole frame 23, and an edge 26 provided on the outer peripheral portion of the lower surface of the manhole cover 7 is fitted. ing. The manhole frame 23 is formed by PVC injection molding.

【0030】以上のような高さ兼傾斜調節装置11は、
約150℃以下で加熱された塩ビ原管(不図示)をブロ
−成形金型に入れ、約10kg/cm2 以下の空気圧力
でブロ−成形により精密に螺条と球状膨出部とを一ぱつ
成形している。
The height and inclination adjusting device 11 as described above is
A raw PVC tube (not shown) heated at about 150 ° C. or less is put into a blow molding die, and the screw and the spherical bulge are precisely formed by blow molding at an air pressure of about 10 kg / cm 2 or less. It is molded.

【0031】特に、螺旋凹条15と螺旋凹条18には半
円ネジ(ネジ山が半円形になったもの)27と台形ネジ
(ネジ山が台形になったもの)28との交互の組合せが
成形されているので、ネジのリ−ドを大にしながら樹脂
弾性による凹凸条の変形を可及的に防止し、螺進退を円
滑にしている。
In particular, the spiral concave strip 15 and the spiral concave strip 18 have an alternate combination of a semicircular screw (having a semicircular thread) 27 and a trapezoidal screw (having a trapezoidal thread) 28. Since the lead is formed, deformation of the uneven strip due to resin elasticity is prevented as much as possible while enlarging the lead of the screw, and the screw advances and retreats smoothly.

【0032】次に、以上のような高さ兼傾斜調節装置1
1を備えた浄化槽1の使用方法について述べる。
Next, the height and inclination adjusting device 1 as described above
A method of using the septic tank 1 provided with the first tank 1 will be described.

【0033】所定の浄化槽埋設用穴に浄化槽1をクレ−
ン等を吊り下げて設置するが、この浄化槽3には、予
め、その立上り枠12にメス螺筒13が固着され、この
メス螺筒13にはオス螺筒17が螺合され、このオス螺
筒17の内の球状膨出体16には外の球状膨出体19が
外嵌され、この外の球状膨出体19のスリ−ブ22には
マンホ−ル枠23が接着接合されている。
The septic tank 1 is crazed in a predetermined hole for burying the septic tank.
A female screw tube 13 is fixed to the rising frame 12 of the septic tank 3 in advance, and a male screw tube 17 is screwed to the female screw tube 13. An outer spherical swelling body 19 is externally fitted to the spherical swelling body 16 in the cylinder 17, and a manhole frame 23 is adhesively bonded to a sleeve 22 of the outer spherical swelling body 19. .

【0034】この浄化槽1を浄化槽埋設用穴のコンクリ
−ト底版6上に水平状に設置する。そして、マンホ−ル
枠23にマンホ−ル蓋7を被覆する。
The septic tank 1 is placed horizontally on a concrete bottom plate 6 in a hole for burying a septic tank. Then, the manhole frame 23 is covered with the manhole cover 7.

【0035】そして、オス螺筒17を螺進退して、マン
ホ−ル蓋7の高さ(0〜約100mmの範囲)を調節し
て地表GLと合せる。一方、外の球状膨出体19を球面
摺動させて、マンホ−ル蓋7を傾斜調節(約最大10
°)して地表GLの傾きに合せる。次いで、浄化槽1を
埋設した後、外の球状膨出体19やマンホ−ル枠23の
周辺にコンクリ−ト8を巻いて、高さ兼傾斜調節装置1
1を固定した後、浄化槽1を完全に埋設する。
Then, the male screw cylinder 17 is advanced and retracted, and the height of the manhole cover 7 (in the range of 0 to about 100 mm) is adjusted so as to match the ground surface GL. On the other hand, the outer spherical swelling body 19 is spherically slid to adjust the inclination of the manhole cover 7 (about 10 max.).
°) to match the slope of the ground surface GL. Next, after the septic tank 1 is embedded, the concrete 8 is wound around the outer spherical swelling body 19 and the manhole frame 23, and the height and inclination adjusting device 1
After fixing 1, the septic tank 1 is completely buried.

【0036】なお、外の球状膨出体19はコンクリ−ト
8で固定するので、Oリング溝20等を省略してもよ
い。
Since the outer spherical bulge 19 is fixed by the concrete 8, the O-ring groove 20 and the like may be omitted.

【0037】[0037]

【発明の効果】本発明によれば、槽と一体成形された立
上り枠、メス螺筒、球状膨出部をもつオス螺筒、他の球
状膨出部をもつマンホ−ル枠によってマンホ−ル蓋を取
付けるので、マンホ−ル蓋の高さ兼傾斜調節装置がブロ
−成形により容易に成形され、最小部品で構成され、き
わめて構造簡単となり、かつ、安価に構成できる。
According to the present invention, a manhole is formed by a rising frame integrally formed with a tank, a female screw cylinder, a male screw cylinder having a spherical bulge, and another manhole frame having a spherical bulge. Since the lid is mounted, the height and tilt adjusting device of the manhole cover is easily formed by blow molding, is constituted by the minimum parts, is extremely simple in structure, and can be constructed at low cost.

【0038】殊に、槽と一体成形された立上り枠にメス
螺筒を固着したので、構成が簡素化し、路面荷重に耐え
られ、しかも、槽密閉に好都合となる。その上、オス螺
筒が下方に突出して槽内空間を占めることがない。
In particular, since the female screw cylinder is fixed to the rising frame integrally formed with the tank, the configuration is simplified, the structure can withstand a road surface load, and the tank can be hermetically sealed. In addition, the male screw cylinder does not project downward and occupy the space in the tank.

【0039】ひいては、槽埋設用穴の深さの誤差およ
び、地表との面一のための高さ兼傾斜調節装置としては
好都合になる。
As a result, it becomes convenient as a height and inclination adjusting device for level error with the depth error of the tank burying hole and the ground surface.

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

【図1】本発明の実施の形態例の全体正面図である。FIG. 1 is an overall front view of an embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】図1の要部拡大断面図である。FIG. 3 is an enlarged sectional view of a main part of FIG.

【図4】図3の分解図であるである。FIG. 4 is an exploded view of FIG. 3;

【図5】従来例である。FIG. 5 is a conventional example.

【符号の説明】[Explanation of symbols]

1…浄化槽、2…マンホ−ル、7…マンホ−ル蓋、11
…高さ兼傾斜調節装置、12…立上り枠、13…メス螺
筒、16…内の球状膨出体、17…オス螺筒、19…外
の球状膨出体、23…マンホ−ル枠
DESCRIPTION OF SYMBOLS 1 ... Septic tank, 2 ... Manhole, 7 ... Manhole cover, 11
... Height and tilt adjusting device, 12 ... Rising frame, 13 ... Female screw cylinder, 16 ... Spherical bulge inside, 17 ... Male screw tubing, 19 ... Spherical bulge outside, 23 ... Manhole frame

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 プラスチック製地下埋設槽に一体成形さ
れた立上り枠を設け、該立上り枠に、軸長短寸のブロ−
成形したプラスチック製メス螺筒を内嵌して固着し、該
メス螺筒に、球状膨出体をもつブロ−成形したプラスチ
ック製オス螺筒を螺合し、該球状膨出体に、マンホ−ル
枠をもつブロ−成形したプラスチック製の他の球状膨出
体を球面摺動自在に嵌合し、該マンホ−ル枠にマンホ−
ル蓋を開閉自在に被覆したことを特徴とする地下埋設槽
用マンホ−ル蓋の高さ兼傾斜調節装置。
An upright frame integrally formed in a plastic underground burying tank is provided.
A molded plastic female screw cylinder is fitted and fixed, and a blow-molded plastic male screw cylinder having a spherical swelling body is screwed to the female screw cylinder. Another spherical molded swelling body made of blow-molded plastic having a frame is slidably fitted on the spherical surface, and the manhole frame is fitted to the manhole frame.
A height and tilt adjusting device for a manhole cover for an underground buried tank, wherein the cover is openably and closably covered.
JP8239783A 1996-08-21 1996-08-21 Manhole cover height and tilt adjustment device for underground buried tank Expired - Fee Related JP2922467B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8239783A JP2922467B2 (en) 1996-08-21 1996-08-21 Manhole cover height and tilt adjustment device for underground buried tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8239783A JP2922467B2 (en) 1996-08-21 1996-08-21 Manhole cover height and tilt adjustment device for underground buried tank

Publications (2)

Publication Number Publication Date
JPH1057939A JPH1057939A (en) 1998-03-03
JP2922467B2 true JP2922467B2 (en) 1999-07-26

Family

ID=17049828

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8239783A Expired - Fee Related JP2922467B2 (en) 1996-08-21 1996-08-21 Manhole cover height and tilt adjustment device for underground buried tank

Country Status (1)

Country Link
JP (1) JP2922467B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1148176A1 (en) * 2000-04-19 2001-10-24 Tiebeke, Bernd, ICS Planungsgesellschaft mbH Manhole cover made of metal or plastics adaptable in height, inclination and level to conventionally used concrete shaft systems
GB2375787A (en) * 2001-05-09 2002-11-27 Uponor Ltd Access chamber
KR101017424B1 (en) * 2010-10-28 2011-02-28 (주) 디케이금속 Manhole Device for Valve Room
KR200452410Y1 (en) * 2010-10-28 2011-02-28 (주) 디케이금속 Manhole device for valve chamber with manhole device fixture

Also Published As

Publication number Publication date
JPH1057939A (en) 1998-03-03

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