JP2007169975A - Pc concrete foundation plate for underground buried septic tank - Google Patents

Pc concrete foundation plate for underground buried septic tank Download PDF

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JP2007169975A
JP2007169975A JP2005366838A JP2005366838A JP2007169975A JP 2007169975 A JP2007169975 A JP 2007169975A JP 2005366838 A JP2005366838 A JP 2005366838A JP 2005366838 A JP2005366838 A JP 2005366838A JP 2007169975 A JP2007169975 A JP 2007169975A
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plate
foundation plate
foundation
septic tank
bolt
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JP4327156B2 (en
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Toshikatsu Ishikawa
利勝 石川
Takashi Imaizumi
孝 今泉
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KANKEN KK
Kanken KK
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KANKEN KK
Kanken KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a PC (precast) concrete foundation plate for an underground buried septic tank considerably reducing a construction period and a construction cost of septic tank burying work and attaining labor saving and uniformization of the burying work. <P>SOLUTION: The PC concrete foundation plate 12 for the underground buried septic tank has hanging holes 13 opened to the upper face; foundation plate lifting hangers 14 disposed in the hanging holes 13; fastening plates 17 integral with the foundation plate 12 and exposed on one side face or two opposed side faces of the foundation plate 12; and bolt lead-in holes 19 opened to one end upper edge part or both end opposed upper edge parts of the foundation plate 12, corresponding to the fastening plates 17. The fastening plate 17 is brought into contact with the fastening plate 17 of the adjacent foundation plate 12, and a bolt 22 is inserted and fastened into bolt fastening holes of the fastening plates 17 through the bolt lead-in holes 19 to connect the adjacent foundation plates 12. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は地中に埋設される浄化槽の底面を載置するPCコンクリート製基礎プレートに関する。   The present invention relates to a PC concrete foundation plate for placing the bottom surface of a septic tank buried in the ground.

図1Bに示すように、トイレ、台所、風呂等の排水を処理する浄化槽1は、地中に埋設し、該浄化槽底面を地中に埋設した基礎コンクリート上に載置し、該浄化槽1の天壁に設けたマンホールの蓋2を上部スラブコンクリート3の上面に配する施工が行われている。   As shown in FIG. 1B, a septic tank 1 for treating drainage from toilets, kitchens, baths, etc. is buried in the ground, and the bottom surface of the septic tank is placed on the foundation concrete buried in the ground. Construction is performed in which a manhole cover 2 provided on a wall is arranged on the upper surface of the upper slab concrete 3.

詳述すると図1Aに示すように、重機を用いて浄化槽埋設穴4を掘削し、該浄化槽埋設穴4の内周面に沿い矢板5を打ち込み、該矢板5を腹起こし梁6で突っ張り支持することにより土留めを図る工事を行い、更に図1Bに示すように、浄化槽埋設穴4の内底面に割り栗石7を敷いて突き固め、該割り栗石7の上面に捨てコンクリート8を現場打ちし、該捨てコンクリート8の養生硬化期間を経た後、該捨てコンクリート8の上面に鉄筋9を配筋して型枠を組み、該型枠内に底版コンクリート10を現場打ちし、該底版コンクリート10の上面を水平に均し仕上げし、該底版コンクリート10の養生硬化期間を経た後、上記矢板5と腹起こし梁6を取り外し、上記底版コンクリート10上に浄化槽1を支持して埋め戻しを行い、上記スラブコンクリート3を打設する工事を行っている。   More specifically, as shown in FIG. 1A, the septic tank burial hole 4 is excavated using a heavy machine, the sheet pile 5 is driven along the inner peripheral surface of the septic tank burial hole 4, and the sheet pile 5 is raised and supported by the beam 6. 1B, as shown in FIG. 1B, the crushed stone 7 is laid on the inner bottom surface of the septic tank burying hole 4 and solidified. After passing through the curing and curing period of the discarded concrete 8, reinforcing bars 9 are arranged on the upper surface of the discarded concrete 8 to form a formwork, and a bottom slab concrete 10 is cast in the moldwork, and an upper surface of the bottom slab concrete 10 is disposed. After finishing the curing period of the bottom slab concrete 10, the sheet pile 5 and the erection beam 6 are removed, the septic tank 1 is supported on the bottom slab concrete 10 and backfilled. The cleat 3 is doing the construction work to be pouring.

然るに従来の浄化槽埋設工事には背景技術において説明したように、配筋作業、基礎コンクリートの現場打ち作業、即ち捨てコンクリート8と底版コンクリート10の現場打ち作業と、底版コンクリート10上面を均一に平面仕上げする作業が不可欠であり、更には両コンクリート8,10の養生硬化期間を必要とし、全体として工期が長くかかり、その施工に熟練した技術が要求される。   However, in the conventional septic tank burial work, as explained in the background art, the reinforcement work, the on-site work of the foundation concrete, that is, the on-site work of the discarded concrete 8 and the bottom slab concrete 10 and the top surface of the bottom slab concrete 10 are uniformly finished. The work to perform is indispensable, and further requires a curing and curing period for both concretes 8 and 10, which takes a long construction period as a whole, and requires skill in the construction.

従って浄化槽埋設工事の工費も高く付く問題を有している。   Therefore, there is a problem that the construction cost of the septic tank burial work is high.

本発明は上記問題を有効に解決する地中埋設浄化槽用のPCコンクリート製基礎プレートを提供するものである。   This invention provides the base plate made from PC concrete for underground septic tanks which solves the said problem effectively.

この地中埋設浄化槽用のPCコンクリート製基礎プレートは、上面で開口する吊り穴と該吊り穴内に配設した基礎プレートと一体の吊り手を有する。   The foundation plate made of PC concrete for the underground septic tank has a suspension hole that is open on the upper surface and a suspension that is integral with the foundation plate disposed in the suspension hole.

更に上記基礎プレートの一側面又は対向する二側面に基礎プレートと一体のボルト締結板を設けると共に、該ボルト締結板にボルト締結孔を設け、更に基礎プレートの一端上縁部又は対向する両端上縁部に上記ボルト締結板の背面に接し開口するボルト導入穴を有する。   Further, a bolt fastening plate integral with the base plate is provided on one side surface or two opposite side surfaces of the base plate, and a bolt fastening hole is provided in the bolt fastening plate. The part has a bolt introduction hole that contacts and opens the back surface of the bolt fastening plate.

上記ボルト締結板を隣接する基礎プレートのボルト締結板と対向させ、上記ボルト導入穴を通じ上記ボルト締結孔にボルトを挿入し締結して隣接する基礎プレート間を連結し一枚の基礎プレート連結体を構成し、上記浄化槽を両基礎プレートに跨るように載置する構造とする。   The bolt fastening plate is made to face the bolt fastening plate of the adjacent base plate, the bolt is inserted into the bolt fastening hole through the bolt introduction hole and fastened, and the adjacent base plates are connected to each other. It comprises, and it is set as the structure which mounts the said septic tank so that it may straddle both base plates.

本発明によれば、浄化槽埋設工事において最も工期と技術を要していた現場配筋と基礎コンクリートの現場打設と均し作業、養生期間の経過等の要因を取り除き、浄化槽の埋設工事における工期の短縮と工費の大幅な削減を達成することができると共に、浄化槽埋設作業の省力化、合理化を達成できる。   According to the present invention, it is possible to remove the factors such as on-site reinforcement and foundation concrete placement and leveling work, the progress of the curing period, etc., which required the most work period and technology in the septic tank burial work, and the work period in the septic tank burial work And a significant reduction in construction costs can be achieved, and labor saving and rationalization of septic tank burial work can be achieved.

又浄化槽埋設工事における最も重要な基礎コンクリートの均質化を図り、従来発生していた基礎コンクリートの沈下、ひび割れ、これに伴う浄化槽の傾きや亀裂の発生を可及的に防止する効果を奏ずる。   In addition, homogenization of the most important foundation concrete in the septic tank burial work is achieved, and the effect of preventing as much as possible the subsidence and cracking of the foundation concrete, which has been generated in the past, and the tilting and cracking of the septic tank associated therewith as much as possible.

更に単位基礎プレートを二枚又は三枚連結し浄化槽を載置する実質一枚の基礎プレートを組み立てる構成により、単位基礎プレートの大幅な軽量化、作業性の向上と、取り扱いの容易性を確保し、上記ボルト締結によって堅牢な一枚の基礎プレート連結体を容易に形成できる。   In addition, the unit base plate is assembled by connecting two or three unit base plates and mounting the septic tank, so that the unit base plate is significantly reduced in weight, improved in workability, and easy to handle. A solid base plate connector can be easily formed by fastening the bolts.

以下本発明を実施するための最良の形態を図2乃至図13に基づいて詳述する。   The best mode for carrying out the present invention will be described in detail below with reference to FIGS.

12は地中埋設浄化槽用の方形のPCコンクリート製基礎プレート(プレキャストコンクリート製基礎プレート)であり、図2乃至図5に示すように、該基礎プレート12は上面で開口する複数の吊り穴13と該吊り穴13内に配設した基礎プレート12と一体の吊り手14を有する。   Reference numeral 12 denotes a rectangular PC concrete foundation plate (precast concrete foundation plate) for an underground septic tank. As shown in FIGS. 2 to 5, the foundation plate 12 includes a plurality of suspension holes 13 opened on the upper surface. A suspension 14 integral with the foundation plate 12 disposed in the suspension hole 13 is provided.

上記基礎プレート12は内部に鉄筋15を配筋した事前に工場で成形された鉄筋コンクリート製であり、上記吊り穴13及び吊り手14は該基礎プレート12の成形時に同プレート12の四隅に配設する。   The foundation plate 12 is made of reinforced concrete formed in advance at the factory with reinforcing bars 15 arranged therein, and the suspension holes 13 and the suspension hands 14 are arranged at the four corners of the foundation plate 12 when the foundation plate 12 is formed. .

上記吊り手14は吊り穴13内に充分な遊びを存し、基礎プレート12上面より突出しないように配し、該遊びにより吊り穴13内に吊り具16を挿入しつつ上記吊り手14に掛止し、基礎プレート12の吊り上げ又は設置作業を行う。   The suspension 14 has sufficient play in the suspension hole 13 and is arranged so as not to protrude from the upper surface of the base plate 12, and the suspension 14 is inserted into the suspension hole 13 by the play and is hung on the suspension 14. Stop and lift or install the foundation plate 12.

上記吊り手14としては種々の構造の吊掛け金具の適用が可能であるが、本実施例ではスタッドピンを用い、該スタッドピンの下端を基礎プレート12の成形時に吊り穴13の底部コンクリートに一体に埋め込んで吊り穴13内に立ち上げる。   As the suspension 14, suspension fittings having various structures can be applied. In this embodiment, a stud pin is used, and the lower end of the stud pin is integrated with the bottom concrete of the suspension hole 13 when the foundation plate 12 is formed. Embedded in the suspension hole 13.

更に図2A,Bと図4に示すように、上記基礎プレート12の一側面において露出する基礎プレート12と一体の複数のボルト締結板17を設ける。該ボルト締結板17は基礎プレート12の一側面に幅方向において間隔を存し配置する。   Further, as shown in FIGS. 2A and 2B and FIG. 4, a plurality of bolt fastening plates 17 integral with the foundation plate 12 exposed on one side surface of the foundation plate 12 are provided. The bolt fastening plate 17 is disposed on one side surface of the base plate 12 with an interval in the width direction.

他例として図3A,Bと図5に示すように、上記基礎プレート12の対向する二側面において露出する基礎プレート12と一体の複数のボルト締結板17を設ける。該ボルト締結板17は基礎プレート12の一側面と他側面に幅方向において間隔を存し配置する。   As another example, as shown in FIGS. 3A and 3B and FIG. 5, a plurality of bolt fastening plates 17 integral with the foundation plate 12 exposed on the two opposite side surfaces of the foundation plate 12 are provided. The bolt fastening plate 17 is disposed on one side surface and the other side surface of the base plate 12 with an interval in the width direction.

上記ボルト締結板17にボルト締結孔18を設け、更に基礎プレート12の一端上縁部又は対向する両端上縁部に上記ボルト締結板17の背面に接し開口する複数のボルト導入穴19を設ける。   A bolt fastening hole 18 is provided in the bolt fastening plate 17, and a plurality of bolt introduction holes 19 that are in contact with and open to the back surface of the bolt fastening plate 17 are provided in the upper edge portion of one end of the base plate 12 or the upper edge portions of both ends.

又上記ボルト締結孔18は好ましくは雌ねじ孔とし、該雌ねじ孔18にボルト22を螺合しつつ後記する単位基礎プレート12間を連結する構造にする。   The bolt fastening hole 18 is preferably a female screw hole, and the unit base plates 12 described later are connected to each other while a bolt 22 is screwed into the female screw hole 18.

上記ボルト締結板17は基礎プレート12の側面と同一平面となるように配置し、該ボルト締結板17の両端から脚板20を延設し、該脚板20にアンカー鉄筋21を溶接して後方へ延出し、脚板20とアンカー鉄筋21を基礎プレート12の成形時にコンクリート内に埋設してボルト締結板17を基礎プレート12と一体に強固に支持する。同様にボルト導入穴19は基礎プレート12のコンクリート成形時に一体に成形する。   The bolt fastening plate 17 is arranged so as to be flush with the side surface of the base plate 12, leg plates 20 are extended from both ends of the bolt fastening plate 17, and anchor reinforcing bars 21 are welded to the leg plates 20 to extend backward. The leg plate 20 and the anchor reinforcing bar 21 are embedded in the concrete when the foundation plate 12 is formed, and the bolt fastening plate 17 is firmly supported integrally with the foundation plate 12. Similarly, the bolt introduction hole 19 is integrally formed when the foundation plate 12 is concrete-formed.

上記吊り穴13と吊り手14とボルト締結板17とボルト締結孔18とボルト導入穴19は図2A,図3Aに示すように、方形の基礎プレート12の側面と並行な二直線上に中心を有するように並設する。よって吊り穴13と吊り手14はアンカー鉄筋21間に配置する。   The suspension hole 13, the hand 14, the bolt fastening plate 17, the bolt fastening hole 18, and the bolt introduction hole 19 are centered on two straight lines parallel to the side surface of the rectangular base plate 12, as shown in FIGS. 2A and 3A. They are arranged side by side. Therefore, the suspension hole 13 and the suspension hand 14 are disposed between the anchor reinforcing bars 21.

図6,図7,図10,図11に示すように、図2,図4の構造を有する二枚の単位基礎プレート12の一側面を互いに対接すると共に、上記ボルト締結板17を互いに対接し、上記ボルト導入穴19を通じ上記ボルト締結孔18にボルト22を挿入しナット締めすることにより締結板17,17を重合し締結して隣接する基礎プレート12間を連結し一枚の基礎プレート連結体11を構成し、図13Aに示すように、上記浄化槽1の左半部を一方の単位基礎プレート12上に載置し、同右半部を他方の単位基礎プレート12上に載置する構造とする。   As shown in FIGS. 6, 7, 10, and 11, the side surfaces of the two unit base plates 12 having the structures of FIGS. 2 and 4 are in contact with each other, and the bolt fastening plates 17 are in contact with each other. By inserting bolts 22 into the bolt fastening holes 18 through the bolt introduction holes 19 and tightening the nuts, the fastening plates 17 and 17 are superposed and fastened to connect the adjacent base plates 12 to each other, thereby connecting one base plate assembly. 11, and the left half of the septic tank 1 is placed on one unit base plate 12 and the right half is placed on the other unit base plate 12 as shown in FIG. 13A. .

他例として図8,図9,図10,図11に示すように、図3,図5の構造を有する中央単位基礎プレート12と図2、図4の構造を有する左右単位基礎プレート12を用い、中央単位基礎プレート12の対向する二側面に左右単位基礎プレート12の一側面を互いに対接すると共に、上記ボルト締結板17を互いに対接し、上記ボルト導入穴19を通じ上記ボルト締結孔18にボルトを挿入しナット締めすることにより締結板17,17を重合し締結して三枚の隣接する基礎プレート12間を連結し一枚の基礎プレート連結体11を構成し、図13Bに示すように、上記浄化槽1の中央部を中央単位基礎プレート12上に載置し、同左右端を左右単位基礎プレート12上に載置する構造とする。   As another example, as shown in FIGS. 8, 9, 10, and 11, a central unit base plate 12 having the structure of FIGS. 3 and 5 and a left and right unit base plate 12 having the structures of FIGS. In addition, one side surface of the left and right unit base plates 12 is in contact with two opposite side surfaces of the central unit base plate 12, the bolt fastening plate 17 is in contact with each other, and a bolt is inserted into the bolt fastening hole 18 through the bolt introduction hole 19. By inserting and tightening the nuts, the fastening plates 17 and 17 are overlapped and fastened to connect the three adjacent base plates 12 to form one base plate connecting body 11, as shown in FIG. The central portion of the septic tank 1 is placed on the central unit base plate 12 and the left and right ends are placed on the left and right unit base plate 12.

次に浄化槽1の埋設工事について説明すると、図12Aに示すように、浄化槽埋設穴4を掘削し、図12Bに示すように、その底面に割り栗石7を平坦に敷き詰め突き固め、該割り栗石7層の上面に上記基礎プレート12を前記吊り手14を用いて吊り上げ搭載する。   Next, the burying work of the septic tank 1 will be described. As shown in FIG. 12A, the septic tank burying hole 4 is excavated, and as shown in FIG. The base plate 12 is lifted and mounted on the upper surface of the layer by using the hand 14.

この時割り栗石7層の上面に打設する従来の捨てコンクリート8を省約することができる。基礎プレート12の上面と下面は工場成形時に平面仕上げされており、割り栗石7層の上面を平面に仕上げれば捨てコンクリート8無しで、割り栗石7層の上面に直接上記基礎プレート12を載設できる。   At this time, it is possible to save the conventional discarded concrete 8 to be placed on the upper surface of the seven layers of split crushed stone. The upper and lower surfaces of the foundation plate 12 are finished flat at the time of factory forming. If the upper surface of the seven layers of split stone is finished flat, the foundation plate 12 is placed directly on the upper surface of the seven layers of crack stone without discarding concrete 8. it can.

然しながら本発明は割り栗石7層の上面に捨てコンクリートを打ち、深さ調整を行う場合を排除するものではない。   However, the present invention does not exclude the case where the depth is adjusted by throwing away concrete on the upper surface of the seven layers of split stone.

上記基礎プレート12は図6,図8に示すように、地上において互いに連結して基礎プレート連結体11を構成し、然る後、上記埋設穴4内へ設置することができる。又は単位基礎プレート12を一枚ずつ埋設穴4内へ入れ込み、各単位基礎プレート12を吊り上げながら位置合わせし、埋設穴4内において各単位基礎プレート12間を連結する作業を行うことができる。   As shown in FIGS. 6 and 8, the base plate 12 is connected to each other on the ground to form the base plate connector 11, and then can be installed in the buried hole 4. Alternatively, the unit base plates 12 can be inserted into the embedding holes 4 one by one, and the unit base plates 12 can be aligned while being lifted, and the unit base plates 12 can be connected within the embedding holes 4.

上記基礎プレート連結体11の設置後、直ちに該基礎プレート連結体11上に浄化槽1を載置し、図12Cに示すように、埋設穴4の埋め戻しを行い、スラブコンクリート3を打設し、該スラブコンクリート3の上面において浄化槽1のマンホールの蓋2を露出せしめる。   Immediately after installation of the foundation plate coupling body 11, the septic tank 1 is placed on the foundation plate coupling body 11, and as shown in FIG. 12C, the embedding hole 4 is backfilled, and the slab concrete 3 is placed. The manhole cover 2 of the septic tank 1 is exposed on the upper surface of the slab concrete 3.

図13に示すように、上記基礎プレート連結体11は浄化槽1の左右前後において張り出し、一端側と他端側の吊り穴13及び吊り手14が該張り出し端に存在するように配置し、後日必要に応じ吊り上げできるようにする。   As shown in FIG. 13, the base plate connector 11 projects in the left and right and front and rear sides of the septic tank 1, and is arranged so that the suspension holes 13 and the suspension hand 14 on one end side and the other end side are present on the projecting end, and will be necessary later. Can be lifted according to

同様にボルト22による締結部が上記張り出し端、少なくとも浄化槽1の底辺付近に存在するように配置する。   Similarly, it arrange | positions so that the fastening part by the volt | bolt 22 may exist in the said overhang | projection end, at least vicinity of the bottom of the septic tank 1. FIG.

Aは浄化槽埋設工事における埋設穴の掘削状態を説明する断面図、Bは従来の上記埋設穴内に埋設した浄化槽の基礎構造を説明する断面図。A is sectional drawing explaining the excavation state of the burial hole in septic tank burial construction, B is sectional drawing explaining the basic structure of the septic tank embed | buried in the said conventional burial hole. Aは本発明に係る地中埋設浄化槽用のPCコンクリート製基礎プレートの一例を示す平面図、Bは同側面図。A is a top view which shows an example of the foundation plate made from PC concrete for underground septic tanks concerning this invention, B is the side view. Aは本発明に係る地中埋設浄化槽用のPCコンクリート製基礎プレートの他例を示す平面図、Bは同側面図。A is a top view which shows the other example of the foundation plate made from PC concrete for underground septic tanks concerning this invention, B is the side view. 図2におけるA−A線断面図。AA sectional view taken on the line in FIG. 図3におけるB−B線断面図。BB sectional drawing in FIG. 上記図2に示す基礎プレートを用いて形成した基礎プレート連結体の平面図。The top view of the foundation plate coupling body formed using the foundation plate shown in the said FIG. 上記基礎プレートの側面図。The side view of the said base plate. 上記図3に示す基礎プレートを用いて形成した基礎プレート連結体の平面図。The top view of the foundation plate coupling body formed using the foundation plate shown in the said FIG. 上記基礎プレートの側面図。The side view of the said base plate. 上記図6,図8に示す基礎プレート連結体の連結部の拡大平面図。The enlarged plan view of the connection part of the base plate coupling body shown in the said FIG. 6, FIG. 上記図6,図8に示す基礎プレート連結体の連結部の拡大断面図。The expanded sectional view of the connection part of the foundation plate coupling body shown in the said FIG. 6, FIG. A,B,Cは上記基礎プレート連結体を用いた浄化槽埋設工事を説明する断面図。A, B, and C are sectional views for explaining septic tank burying construction using the above-mentioned base plate connector. Aは図6に示す上記基礎プレート連結体上への浄化槽の支持状態を説明する平面図、Bは図8に示す上記基礎プレート連結体上への浄化槽の支持状態を説明する平面図。A is a top view explaining the support state of the septic tank on the said base plate coupling body shown in FIG. 6, B is a top view explaining the support state of the septic tank on the said base plate coupling body shown in FIG.

符号の説明Explanation of symbols

1…浄化槽、2…マンホールの蓋、3…スラブコンクリート、4…浄化槽埋設穴、7…割り栗石、11…基礎プレート連結体、12…基礎プレート、13…吊り穴、14…吊り手、15…鉄筋、16…吊り具、17…ボルト締結板、18…ボルト締結孔、19…ボルト導入穴、20…脚板、21…アンカー鉄筋、22…ボルト。   DESCRIPTION OF SYMBOLS 1 ... Septic tank, 2 ... Manhole cover, 3 ... Slab concrete, 4 ... Septic tank embedding hole, 7 ... Split chestnut stone, 11 ... Foundation plate coupling body, 12 ... Foundation plate, 13 ... Suspension hole, 14 ... Suspension hand, 15 ... Reinforcing bar, 16 ... suspension, 17 ... bolt fastening plate, 18 ... bolt fastening hole, 19 ... bolt introduction hole, 20 ... leg plate, 21 ... anchor reinforcing bar, 22 ... bolt.

Claims (1)

地中に埋設される浄化槽の底面を載置するPCコンクリート製基礎プレートであって、該基礎プレートは上面で開口する吊り穴を有すると共に、該吊り穴内に配設した基礎プレートと一体の基礎プレート吊り上げ用の吊り手を有し、更に上記基礎プレートの一側面又は対向する二側面に基礎プレートと一体のボルト締結板を有すると共に、該ボルト締結板にボルト締結孔を設け、更に基礎プレートの一端上縁部又は対向する両端上縁部に上記ボルト締結板の背面に接し開口するボルト導入穴を有し、上記ボルト締結板を隣接する基礎プレートのボルト締結板と対接し、上記ボルト導入穴を通じ上記ボルト締結孔にボルトを挿入締結して隣接する基礎プレート間を連結する構成としたことを特徴とする地中埋設浄化槽用のPCコンクリート製基礎プレート。
A PC concrete foundation plate for placing the bottom surface of a septic tank buried in the ground, the foundation plate having a suspension hole opened on the top surface, and a foundation plate integrated with the foundation plate disposed in the suspension hole A lifting hand for lifting, a bolt fastening plate integral with the foundation plate on one side or two opposite sides of the foundation plate, a bolt fastening hole provided in the bolt fastening plate, and one end of the foundation plate There is a bolt introduction hole that opens in contact with the back surface of the bolt fastening plate at the upper edge portion or the opposite upper edge portions at both ends, the bolt fastening plate is brought into contact with the bolt fastening plate of the adjacent base plate, and the bolt introduction hole is passed through. A PC concrete base for underground septic tanks, wherein a bolt is inserted into and tightened into the bolt fastening hole to connect adjacent foundation plates. Plate.
JP2005366838A 2005-12-20 2005-12-20 PC concrete foundation plate for underground septic tank Active JP4327156B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009185487A (en) * 2008-02-05 2009-08-20 Irie Shunsuke Septic tank foundation structural body and its construction method
WO2010075187A2 (en) * 2008-12-23 2010-07-01 Chevron U.S.A. Inc. Ring beam and method for constructing the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009185487A (en) * 2008-02-05 2009-08-20 Irie Shunsuke Septic tank foundation structural body and its construction method
WO2010075187A2 (en) * 2008-12-23 2010-07-01 Chevron U.S.A. Inc. Ring beam and method for constructing the same
WO2010075187A3 (en) * 2008-12-23 2010-09-30 Chevron U.S.A. Inc. Ring beam and method for constructing the same

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