JP2005054428A - Inspection pit - Google Patents

Inspection pit Download PDF

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JP2005054428A
JP2005054428A JP2003285526A JP2003285526A JP2005054428A JP 2005054428 A JP2005054428 A JP 2005054428A JP 2003285526 A JP2003285526 A JP 2003285526A JP 2003285526 A JP2003285526 A JP 2003285526A JP 2005054428 A JP2005054428 A JP 2005054428A
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upper frame
opening
notch
piping
inspection pit
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Kazunari Takahata
和成 高畠
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TEIIMU KK
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TEIIMU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a low-cost inspection pit which can be constructed in a short construction period, and which hardly requires a traffic restriction. <P>SOLUTION: This inspection pit is surrounded by four side surface plates, and a top surface plate which is provided with an opening 11 for entrance/exit of a person; a lower edge of the side surface plate is provided with a notch 12 into which piping 1 to be buried in ground can be inserted; and the inspection pit comprises a bottom part 9 for closing a lower opening 6 of an upper frame 8, two closing plates 10 for the notch 12, whose edges are provided with indented parts 18 into which a cross-sectional semicircle of the piping 1 can be fitted, and an openable/closable lid for the upper opening 11 of the upper frame 8. The inspection pit is formed as follows: a foundation below the piping 1 is consolidated; the bottom part 9 is installed thereon; the upper frame 8 is lowered astride the piping 1 at a position of the notch 12; the lower opening 6 of the upper frame 8 and the bottom part 9 are engaged with each other; the piping 1 is sandwiched in such a manner that the indented parts 18 of the closing plates 10 face each other; the notch 12 is closed; the closing plates 10 are fixed to a peripheral edge of the notch 12 by means of a locking implement; and the upper opening 11 of the upper frame 8 is covered with the lid. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本願発明は、地下に埋設した、水道、ガス、下水、化学薬品等流体の配管の点検ピットに関するものである。   The present invention relates to an inspection pit for pipes of fluid such as water, gas, sewage and chemicals buried underground.

点検ピットは、埋設した配管の所望の場所の土を掘って、管に計器やストレーナー等を取り付け、人が出入りできるようにした空洞である。
従来は、図10に示すように、先ず配管1の周辺に軽量鋼矢板2を打ち込み、矢板2で囲んだ場所の土を堀り出して大きな穴を設け、配管1の下方に基礎砕石3を敷き、その上に敷均コンクリート4を敷設して基礎固めをする。
次いで、敷均コンクリート4の上に、配管1が下部で貫通するようにして鉄筋を枠板で囲み、コンクリート打ちして箱形の鉄筋コンクリート枠5を設ける(非特許文献1参照)。
鉄筋コンクリート枠5の上部には人の出入りのための開口6を設ける。
開口6には図示省略したが、蓋を設ける。
最後に開口6を除いて鉄筋コンクリート枠5の周囲を土で埋め矢板2を引き抜く。
この鉄筋コンクリート枠5内の配管1に計器やストレーナー等を取り付けて点検ピットが完成する。
建築用語辞典(技報堂 昭53、11、1発行、1版12刷)第909頁鉄筋コンクリートの項。
The inspection pit is a cavity that allows a person to go in and out by digging soil at a desired location of the buried pipe and attaching a meter or strainer to the pipe.
Conventionally, as shown in FIG. 10, a lightweight steel sheet pile 2 is first driven around the pipe 1, the soil surrounded by the sheet pile 2 is excavated, a large hole is provided, and a basic crushed stone 3 is placed below the pipe 1. Lay the foundation, and lay the foundation concrete 4 on it.
Next, the reinforcing bars are surrounded by a frame plate on the spread concrete 4 so that the pipe 1 penetrates in the lower part, and a box-shaped reinforced concrete frame 5 is provided by concrete casting (see Non-Patent Document 1).
An opening 6 is provided in the upper part of the reinforced concrete frame 5 for people to enter and exit.
Although not shown, the opening 6 is provided with a lid.
Finally, the opening 6 is removed and the periphery of the reinforced concrete frame 5 is filled with soil, and the sheet pile 2 is pulled out.
An inspection pit is completed by attaching an instrument, a strainer or the like to the pipe 1 in the reinforced concrete frame 5.
Architectural Glossary (Gihodo Sho 53, 11, 1 issue, 1 edition, 12 prints), page 909, section of reinforced concrete.

従来の点検ピットは、敷均コンクリート4のコンクリートと敷設、鉄筋構成およびコンクリートの流し込みによる鉄筋コンクリート枠5の形成に相当の日数(平均20日)を必要とする。
その間、工事中は交通が制限される。また、工期が長いので人件費が高くつき、コンクリート打ちの材料、機器の運搬費用もかかり、コストが高くつく。
この発明は、短い日数で施工でき、交通の制限をあまりせず、コストの安い点検ピットを提供することを目的とする。
The conventional inspection pit requires a considerable number of days (20 days on average) to form the reinforced concrete frame 5 by concrete and laying of the spread concrete 4, the reinforcement structure and the concrete pouring.
Meanwhile, traffic is restricted during construction. In addition, since the construction period is long, the labor cost is high, and the cost of transporting concrete-carrying materials and equipment is also high, which is expensive.
An object of the present invention is to provide an inspection pit that can be constructed in a short number of days, does not limit traffic, and is inexpensive.

4つの側面板と、人の出入りできる開口を設けた上面板とで囲われ、前記側面板の内、対向する2側面板の下縁に地中埋設の配管を挿通しうる切り欠きを設け、下方は少なくとも前記切り欠き間が開口した上枠と、
前記上枠の下方開口を塞ぐための底部と、
縁部に前記配管の断面の半円を嵌合できる湾入部を設けた2枚の前記切り欠きの閉塞板と、
前記上枠の上方開口の開閉自在の蓋と、
で構成し、地中に埋設の配管の上下左右の土を掘り出して穴を設け、前記配管の下方を基礎固めをし、前記基礎固めをした面の上に前記底部を据え置き、前記上枠を、前記切り欠きのところで前記配管を跨いで降ろし、該上枠の下方開口と前記底部を係合させ、係止具で固定し、前記閉塞板の2枚を1組として2組を用い、それら各組の2枚の閉塞板湾入部を対向させて前記配管を挟み、前記上枠の2つの切り欠きのそれぞれの周縁に当接させて切り欠きを塞ぎ、閉塞板の周縁と切り欠き周縁とを係止具で固定し、上枠上方の開口に蓋をし、上枠の周囲を土で埋め戻して点検ピットを形成する。
Surrounded by four side plates and a top plate provided with an opening through which people can go in and out, provided a notch through which underground piping can be inserted in the lower edge of the two side plates facing each other, The lower part is an upper frame having at least the opening between the notches, and
A bottom for closing the lower opening of the upper frame;
Two notched blocking plates provided with a bay portion capable of fitting a semicircle of the cross section of the pipe at the edge;
An openable / closable lid for the upper opening of the upper frame;
And digging out the top, bottom, left, and right soils of the buried pipe in the ground to make holes, solidifying the bottom of the pipe, placing the bottom on the solidified surface, and placing the upper frame The lower opening of the upper frame and the bottom portion are engaged with each other at the notch, fixed with a locking tool, and two of the closing plates are used as one set. Each set of two closed plate bay entry portions are opposed to each other, the piping is sandwiched between them, and the notches are closed by contacting the respective peripheral edges of the two cutouts of the upper frame. Is fixed with a locking tool, the opening above the upper frame is covered, and the periphery of the upper frame is backfilled with soil to form an inspection pit.

コンクリート施工は敷均コンクリートのみで済み、工期は、平均5日位で、従来のものに比べて大幅に短縮できる。
コンクリート施工は敷均コンクリートのみのため、鉄筋組立に要する鉄筋、型枠板等の材料が不要で、コンクリート材料も大幅に削減でき、そのための手数、材料費、運送費がかからず、工期が短いので人件費が安くすむ。従って、建設コストが大幅に削減できる。 また、工場生産、現場組立のため、品質が安定する。
工期が短いので交通をあまり制限しない。
The concrete construction can be done only with spread concrete, and the construction period is about 5 days on average, which can be greatly shortened compared to the conventional one.
Since concrete construction is only spread concrete, there is no need for materials such as reinforcing bars and form plates required for rebar assembly, and concrete materials can be greatly reduced, so there is no need for labor, material costs, transportation costs, and the construction period is long. The labor cost is low because it is short. Therefore, the construction cost can be greatly reduced. In addition, quality is stable due to factory production and on-site assembly.
Because the construction period is short, traffic is not restricted so much.

点検ピットを、上枠8、底部9と切り欠き閉塞板10、10と蓋(図示省略)の4部分で構成する。
上記部材は、いずれも軽量コンクリート板、プラスチック板、ステンレス鋼板等で形成する。蓋は鋳物製でもよい。
The inspection pit is composed of four parts: an upper frame 8, a bottom 9, a cutout closing plate 10, 10 and a lid (not shown).
All of the above members are formed of a lightweight concrete plate, a plastic plate, a stainless steel plate or the like. The lid may be made of a casting.

上枠8は、底部に開口6を有する箱体で、上板に人の出入りできる開口11と、対向する両側面に配管1を貫通できる切り欠き12を有する。
切り欠き12は、角または円形等のアーチ状とする。
上枠8の下方では、少なくとも2つの切り欠き12、12間は開口(図中記号6)する。
上枠8と底部9との係合手段として、箱体内の下部に、底部9の段部15に当接する棚13を設け、ボルトで係止可能とする。
The upper frame 8 is a box having an opening 6 at the bottom, and has an opening 11 through which the person can go in and out of the upper plate, and a notch 12 through which the pipe 1 can be penetrated on opposite side surfaces.
The notch 12 has an arch shape such as a corner or a circle.
Below the upper frame 8, an opening (symbol 6 in the drawing) is provided between at least two notches 12 and 12.
As a means for engaging the upper frame 8 and the bottom portion 9, a shelf 13 that abuts on the step portion 15 of the bottom portion 9 is provided in the lower part of the box, and can be locked with bolts.

底部9は、上枠8の下方の開口6を塞ぐ部材で、底板14の上面の両側縁に段部15を設け、他の両側縁に、上枠8の切り欠き12の下部に嵌合する垂直片16、16を立設し、垂直片16、16は、下部に相対向して段部17を設け、閉塞板10の下端の段部との嵌合を可能とする。   The bottom portion 9 is a member that closes the opening 6 below the upper frame 8, is provided with step portions 15 on both side edges of the upper surface of the bottom plate 14, and is fitted on the other side edges to the lower portion of the notch 12 of the upper frame 8. The vertical pieces 16, 16 are erected, and the vertical pieces 16, 16 are provided with a stepped portion 17 facing each other at the lower portion, and can be fitted to the stepped portion at the lower end of the closing plate 10.

閉塞板10は、一辺に配管1の半周縁を嵌合できる湾入部18を設け、2枚の閉塞板10、10の湾入部18を対向させて配管1を挟み、閉塞板10の下部の段部と底部9の垂直片16の段部17を嵌合して係合させ、上枠8の棚13に下端を載置し、ボルトとナット(図示省略)等係止具で上枠8の側板および垂直片16に固定し、上枠8の切り欠き12を閉塞可能とする。   The closing plate 10 is provided with a baying portion 18 that can fit the semi-periphery of the piping 1 on one side, the piping 1 is sandwiched with the baying portions 18 of the two closing plates 10 and 10 facing each other, and a lower step of the closing plate 10. The bottom 17 is fitted and engaged with the step 17 of the vertical piece 16 on the bottom 9, the lower end is placed on the shelf 13 of the upper frame 8, and the upper frame 8 is secured with a locking tool such as a bolt and nut (not shown). It fixes to a side plate and the vertical piece 16, and the notch 12 of the upper frame 8 can be obstruct | occluded.

点検ピットの施工を図3および図4に基づいて説明する。
先ず、点検ピットを施工しようとする位置に矢板7を打ち込んで囲い、その囲われたところの土を堀り出す。
The construction of the inspection pit will be described with reference to FIGS.
First, the sheet pile 7 is driven and enclosed at the position where the inspection pit is to be constructed, and the soil at the enclosed area is dug out.

露出した配管1の下方を基礎固めをする。
基礎固めは、基礎砕石3を敷き、その上に敷均コンクリート4を敷くことにより行う。
基礎砕石3または敷均コンクリート4の何れか一方を省略してもよい。
配管の下方の基礎固めをした面の上に、高さを調整して底部9を据え付ける。
底部9の上に上枠8を、底部9の段部15の上に上枠8の棚13の下面が当接するように降ろし、上枠8と底部9を係合させて、棚13と段部15とをボルトとナット(図示省略)等の係止具で固定する。
The foundation is fixed below the exposed pipe 1.
The foundation is solidified by laying the ground crushed stone 3 and the spread concrete 4 thereon.
Either the basic crushed stone 3 or the spread concrete 4 may be omitted.
The bottom portion 9 is installed on the surface of the foundation below the pipe which has been solidified by adjusting the height.
The upper frame 8 is lowered onto the bottom 9 and the lower surface of the shelf 13 of the upper frame 8 is brought into contact with the step 15 of the bottom 9 so that the upper frame 8 and the bottom 9 are engaged with each other. The part 15 is fixed with a locking tool such as a bolt and a nut (not shown).

次いで、2板の閉塞板10の湾入部を対向させて配管1を挟み、両閉塞板10の周縁部を上枠の切り欠き12の周縁内面に当接させ、かつ両閉塞板10の下端の段部を底部9の垂直片16の段部17に嵌合し、底部9の底板14の上面に載置し、両閉塞板10の囲縁部と上枠8の切り欠き12の周縁および底部9の垂直片16とをボルトおよびナット(図示省略)等の係止具で固定する。   Next, the piping 1 is sandwiched with the baying portions of the two blocking plates 10 facing each other, the peripheral portions of both the blocking plates 10 are brought into contact with the inner peripheral surfaces of the notches 12 of the upper frame, and the lower ends of the both blocking plates 10 are The step portion is fitted to the step portion 17 of the vertical piece 16 of the bottom portion 9 and placed on the upper surface of the bottom plate 14 of the bottom portion 9. Nine vertical pieces 16 are fixed with a locking tool such as a bolt and a nut (not shown).

上枠8の開口11に開閉自在の蓋(図示省略)を取り付け、矢板7で囲われた穴に土を入れて埋め戻し、矢板を引き抜く。
開口11の周囲の路面を舗装等にて復旧し、原状に戻す。
蓋を開けて、出入りし、配管に計器等を取り付け、配管の点検が可能となる。
An openable / closable lid (not shown) is attached to the opening 11 of the upper frame 8, soil is filled in the hole surrounded by the sheet pile 7, and the sheet pile is pulled out.
The road surface around the opening 11 is restored by paving, etc., and returned to the original state.
Opening the lid, going in and out, attaching gauges etc. to the piping, it becomes possible to inspect the piping.

上枠8と底部9との当接部分、閉塞板10と上枠8、底部9および配管1との当接部分にはパッキンを嵌めるのが好ましい。   It is preferable that a packing is fitted to a contact portion between the upper frame 8 and the bottom portion 9 and a contact portion between the closing plate 10 and the upper frame 8, the bottom portion 9 and the pipe 1.

上記実施の形態では、上枠8、底部9および閉塞板10とのボルトとナット等係止具による結合固定を点検ピット内で行うことができるので、矢板7と上枠8の外面との間を大きくとる必要なく、土の堀り出しも少なくてすむ。   In the above embodiment, the upper frame 8, the bottom 9, and the closing plate 10 can be coupled and fixed in the inspection pit by using bolts and nuts and the like, so that the space between the sheet pile 7 and the outer surface of the upper frame 8 can be reduced. There is no need to dig a lot of soil and less soil excavation.

底部9の垂直片16に段部17を設けないで、図6(A)に示すように、垂直片16aを設けた底部9aを用いてもよい。
この底部9aを用いる場合には、図示省略したが、閉塞板10を、配管1を挟んで垂直片16aの内面に当接させ、下端を底面14に載置して、切り欠き12を塞ぎ、垂直片16aと上枠8の側面にボルトとナット等係止具で固定する。
Instead of providing the step portion 17 on the vertical piece 16 of the bottom portion 9, as shown in FIG. 6A, a bottom portion 9a provided with the vertical piece 16a may be used.
When the bottom 9a is used, although not shown, the closing plate 10 is brought into contact with the inner surface of the vertical piece 16a across the pipe 1, the lower end is placed on the bottom surface 14, and the notch 12 is closed. It fixes to the side of the vertical piece 16a and the upper frame 8 with locking tools, such as a volt | bolt and a nut.

図6(B)に示すように、垂直片16、16aを設けない、側面凸状の底部9bを用いてもよい。
この底部9bを用いる場合には、図示省略したが、2枚の閉塞板10で配管1を挟み、切り欠き12を塞いで、切り欠き12の周縁の上枠8の側面内面に当接させ、下端を底面に載置した状態にし、上枠8の側面にボルトとナット等係止具で固定する。
As shown in FIG. 6 (B), a bottom surface 9b having a convex side surface without the vertical pieces 16, 16a may be used.
In the case of using this bottom portion 9b, although not shown, the piping 1 is sandwiched between the two closing plates 10, the notch 12 is closed, and the inner surface of the upper frame 8 at the periphery of the notch 12 is contacted. The lower end is placed on the bottom surface and fixed to the side surface of the upper frame 8 with a locking tool such as a bolt and a nut.

図7に示すように、底板19の底面の周縁に環状の突縁20を設けた皿状の底部9cを用い、上枠8の棚13を除いた、上枠8a、すなわち、両側に切り欠き12を設け、下方が開口し、上面に開口11を設けた上枠8aを用い、上枠8aの切り欠き12において配管1を跨ぎ、四辺の側面の下部を底部9cの突縁20の外側にして突縁20と上枠8aの側面をボルトとナット(図示省略)等の係止具で固定し、切り欠き12側の突縁20の内面側に段部17を設け、閉塞板10の下縁にも突縁20の段部17に対向する段部を設け、両段部で閉塞板10と突縁20とを係合させ、閉塞板10をボルトとナット等係止具で上枠8aの側板および突縁20に固定させてもよい。なお、突縁20と閉塞板10に段部を設けないで、閉塞板10の下端面を突縁20の上面に当接させてもよい。   As shown in FIG. 7, the upper frame 8 a, that is, notches on both sides, except for the shelf 13 of the upper frame 8, using a dish-shaped bottom portion 9 c provided with an annular protruding edge 20 on the periphery of the bottom surface of the bottom plate 19. 12 is used, and the upper frame 8a having an opening on the lower surface and the opening 11 on the upper surface is used. Then, the side surfaces of the protruding edge 20 and the upper frame 8a are fixed with locking tools such as bolts and nuts (not shown), and a step portion 17 is provided on the inner surface side of the protruding edge 20 on the notch 12 side. Also provided at the edge is a step portion opposed to the step portion 17 of the protruding edge 20, the closing plate 10 and the protruding edge 20 are engaged with each other at the both step portions, and the upper plate 8 a is locked with a locking tool such as a bolt and a nut. It may be fixed to the side plate and the protruding edge 20. In addition, the lower end surface of the closing plate 10 may be brought into contact with the upper surface of the protruding edge 20 without providing a step portion on the protruding edge 20 and the closing plate 10.

図8に示すように、底板だけの底部9dと上枠8aを用い、底部9dを上枠8aの下方開口に嵌合させてボルトとナット(図示省略)等係止具で固定し、2枚の閉塞板10で配管1を挟み、切り欠き12を閉塞し、上枠8aの側板下端部と底部9dの当接箇所でボルトとナット等の係止具で固定してもよい。   As shown in FIG. 8, a bottom portion 9d and a top frame 8a each having only a bottom plate are used, and the bottom portion 9d is fitted into a lower opening of the top frame 8a and fixed with a locking tool such as a bolt and a nut (not shown). The closing plate 10 may sandwich the pipe 1 and the notch 12 may be closed, and may be fixed with a locking tool such as a bolt and a nut at a contact portion between the lower end portion of the side plate of the upper frame 8a and the bottom portion 9d.

図8においては、閉塞板10は上枠8aの内面に固定したが、図9に示すように、上枠8aの外面に固定してもよい。
図1〜4に示す点検ピットにおいても、閉塞板10を上枠8の外面に固定してもよい。 閉塞板10を外面に固定する場合には、上枠の外面と矢板との間を、人が入って作業し易いように少し広くする必要がある。
Although the closing plate 10 is fixed to the inner surface of the upper frame 8a in FIG. 8, it may be fixed to the outer surface of the upper frame 8a as shown in FIG.
1 to 4, the closing plate 10 may be fixed to the outer surface of the upper frame 8. When the closing plate 10 is fixed to the outer surface, the space between the outer surface of the upper frame and the sheet pile needs to be slightly widened so that a person can enter and work easily.

上枠の斜視図である。It is a perspective view of an upper frame. 底部の斜視図である。It is a perspective view of a bottom part. 配管に対し直角に点検ピットを断面した施工説明図である。It is construction explanatory drawing which crossed the inspection pit at right angles to piping. 配管に対し平行に点検ピットを断面した施工説明図である。It is construction explanatory drawing which cut | disconnected the inspection pit in parallel with piping. 点検ピットの斜視図である。It is a perspective view of an inspection pit. 他の実施の形態の底部の斜視図である。It is a perspective view of the bottom part of other embodiment. 他の実施の形態の点検ピットの、(A)は配管に対して平行の、(B)は直角の、断面図である。(A) is parallel with piping, (B) is sectional drawing of a right angle of the inspection pit of other embodiment. 他の実施の形態の点検ピットの、(A)は配管に対して平行の、(B)は直角の、断面図である。(A) is parallel with piping, (B) is sectional drawing of a right angle of the inspection pit of other embodiment. 他の実施の形態の点検ピットの、(A)は配管に対して平行の、(B)は直角の、断面図である。(A) is parallel with piping, (B) is sectional drawing of a right angle of the inspection pit of other embodiment. 従来の点検ピットの施工説明断面図である。It is construction explanation sectional drawing of the conventional inspection pit.

符号の説明Explanation of symbols

1 配管
2 軽量鋼矢板
3 基礎砕石
4 敷均コンクリート
5 鉄筋コンクリート枠
6 開口
7 矢板
8 上枠
9 底部
10 閉塞板
11 開口
12 切り欠き
13 棚
14 底板
15 段部
16 垂直片
17 段部
18 湾入部
19 底板
20 突縁
DESCRIPTION OF SYMBOLS 1 Piping 2 Lightweight steel sheet pile 3 Basic crushed stone 4 Laying concrete 5 Reinforced concrete frame 6 Opening 7 Sheet pile 8 Upper frame 9 Bottom part 10 Blocking board 11 Opening 12 Notch 13 Shelf 14 Bottom board 15 Step part 16 Vertical piece 17 Step part 18 Bay part 19 Bottom plate 20 ridge

Claims (1)

4つの側面板と、人の出入りできる開口を設けた上面板とで囲われ、前記側面板の内、対向する2側面板の下縁に地中埋設の配管を挿通しうる切り欠きを設け、下方は少なくとも前記切り欠き間が開口した上枠と、
前記上枠の下方開口を塞ぐための底部と、
縁部に前記配管の断面の半円を嵌合できる湾入部を設けた2枚の前記切り欠きの閉塞板と、
前記上枠の上方開口の開閉自在の蓋と、
で構成し、地中に埋設の配管の上下左右の土を掘り出して穴を設け、前記配管の下方を基礎固めをし、前記基礎固めをした面の上に前記底部を据え置き、前記上枠を、前記切り欠きのところで前記配管を跨いで降ろし、該上枠の下方開口と前記底部を係合させ、係止具で固定し、前記閉塞板の2枚を1組として2組を用い、それら各組の2枚の閉塞板湾入部を対向させて前記配管を挟み、前記上枠の2つの切り欠きのそれぞれの周縁に当接させて切り欠きを塞ぎ、閉塞板の周縁と切り欠き周縁とを係止具で固定し、上枠上方の開口に蓋をし、上枠の周囲を土で埋め戻してなる点検ピット。
Surrounded by four side plates and a top plate provided with an opening through which people can go in and out, provided a notch through which underground piping can be inserted in the lower edge of the two side plates facing each other, The lower part is an upper frame having at least the opening between the notches, and
A bottom for closing the lower opening of the upper frame;
Two notched blocking plates provided with a bay portion capable of fitting a semicircle of the cross section of the pipe at the edge;
An openable / closable lid for the upper opening of the upper frame;
And digging out the top, bottom, left, and right soils of the buried pipe in the ground to make holes, solidifying the bottom of the pipe, placing the bottom on the solidified surface, and placing the upper frame The lower opening of the upper frame and the bottom portion are engaged with each other at the notch, fixed with a locking tool, and two of the closing plates are used as one set. Each set of two closed plate bay entry portions are opposed to each other, the piping is sandwiched between them, and the notches are closed by contacting the respective peripheral edges of the two cutouts of the upper frame. The inspection pit is formed by fixing the top with an anchor, covering the opening above the upper frame, and backfilling the periphery of the upper frame with soil.
JP2003285526A 2003-08-04 2003-08-04 Inspection pit Pending JP2005054428A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003285526A JP2005054428A (en) 2003-08-04 2003-08-04 Inspection pit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003285526A JP2005054428A (en) 2003-08-04 2003-08-04 Inspection pit

Publications (1)

Publication Number Publication Date
JP2005054428A true JP2005054428A (en) 2005-03-03

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003285526A Pending JP2005054428A (en) 2003-08-04 2003-08-04 Inspection pit

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108007789A (en) * 2017-12-22 2018-05-08 绍兴文理学院 The physical model test device that deep basal pit unstability impacts neighbouring buried pipeline

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108007789A (en) * 2017-12-22 2018-05-08 绍兴文理学院 The physical model test device that deep basal pit unstability impacts neighbouring buried pipeline
CN108007789B (en) * 2017-12-22 2023-10-27 绍兴文理学院 Physical model test device for influencing adjacent buried pipelines by instability of deep foundation pit

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