JP2006152542A - Earthquake thrust-up floating preventive structure of manhole - Google Patents

Earthquake thrust-up floating preventive structure of manhole Download PDF

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Publication number
JP2006152542A
JP2006152542A JP2004340011A JP2004340011A JP2006152542A JP 2006152542 A JP2006152542 A JP 2006152542A JP 2004340011 A JP2004340011 A JP 2004340011A JP 2004340011 A JP2004340011 A JP 2004340011A JP 2006152542 A JP2006152542 A JP 2006152542A
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Japan
Prior art keywords
manhole
earthquake
preventing
thrust
attached
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Pending
Application number
JP2004340011A
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Japanese (ja)
Inventor
Hiroshi Enami
弘 榎並
Kazuaki Kurihara
一章 栗原
Mitsuru Isogai
満 磯貝
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Shinmei Sangyo Co Ltd
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Shinmei Sangyo Co Ltd
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Priority to JP2004340011A priority Critical patent/JP2006152542A/en
Publication of JP2006152542A publication Critical patent/JP2006152542A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To maintain a conduit by eliminating thrust-up floating of a concrete manhole caused by swinging and liquefaction by an earthquake and damaging to a water conduit such as sewerage. <P>SOLUTION: This invention can eliminate the thrust-up floating of the manhole by the earthquake by arranging an outwardly horizontally overhanging thrust-up floating preventing fin on the whole periphery or partially in one to a plurality of stages on an outside surface of a vertical cylindrical part of the concrete manhole. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明はコンクリートマンホールの地震などによる突上げ浮上の防止構造に関するものである。   The present invention relates to a structure for preventing a concrete manhole from rising and rising due to an earthquake or the like.

従来、コンクリートマンホールとしては特開2000−110187号公報がある。該公報は地震等により組立式マンホールの継手部分が破壊された場合に地下水および土砂の進入を防止するために継手部分の外周に不透水性の可撓バンドを巻着して、該バンドの上部と下部をステンレススチールベルトにて固定することを開示している。
特開2000−110187号公報
Conventionally, as a concrete manhole, there exists Unexamined-Japanese-Patent No. 2000-110187. The gazette wraps an impermeable flexible band around the outer periphery of the joint part in order to prevent the ingress of groundwater and earth and sand when the joint part of the assembly type manhole is destroyed by an earthquake or the like. And fixing the lower part with a stainless steel belt.
JP 2000-11187 A

しかしながら、該公報を含めてコンクリートマンホールは、開削土内に垂直インロー積み重ねして据え付けたあとに地震などに遭遇して埋め戻し土砂を含む周辺が震動し、さらには液状化現象を生ずるときはコンクリートマンホールを突き上げ浮上させるという事故が多発している。またコンクリートマンホールの浮上がりにより下水道などの流水管を破断させるという課題がある。   However, concrete manholes including this gazette are used when a vertical inlay is piled up in open-cut soil, and after encountering an earthquake, etc. There have been many accidents in which manholes are pushed up and surfaced. In addition, there is a problem that a water pipe such as a sewer is broken by the rise of the concrete manhole.

本発明は、コンクリートマンホールの垂直形筒部の外周に突き上げ浮上防止用のひれを突設して、かかる課題を解決するようにしたのである。   According to the present invention, a push-up fin is projected on the outer periphery of a vertical cylindrical portion of a concrete manhole to solve such a problem.

本発明は、コンクリートマンホールの垂直形筒部の外表に、側方に張り出す突上げ浮上防止用のひれを1乃至複数段にて突設したので、地震などにより周辺土砂に液状化現象などが生じても該ひれの地中張り出しに伴う浮上抑止作用によりコンクリートマンホールの突上げ浮上が防止されるという効果を生ずる。あらかじめインサートナットを埋込みんでおくことでひれのボルト止め突設を容易にするという効果がある。   In the present invention, since one or more fins are provided on the outer surface of the vertical cylindrical portion of the concrete manhole so as to protrude sideways and protrude in one or more stages, liquefaction phenomenon or the like may occur in the surrounding sediment due to an earthquake or the like. Even if it occurs, the concrete manhole is prevented from being lifted and lifted by the floating restraining action associated with the overhang of the fin. By embedding an insert nut in advance, there is an effect of facilitating the protrusion of the fin with the bolt.

本発明は、コンクリートマンホールの垂直形筒部の外表に水平突出形をした突上げ浮上防止用のひれを1乃至複数段において取付けて地震等による揺れと液状化が生じてもコンクリートマンホールを該ひれの地中における水平張り出しにて突上げ浮上が生じないようにしたのである。   In the present invention, a horizontal protrusion-shaped fin for preventing levitating and floating is attached to the outer surface of a vertical cylindrical portion of a concrete manhole in one or more stages so that the concrete manhole can be moved even if shaking or liquefaction occurs due to an earthquake or the like. In order to prevent the levitation from rising due to the horizontal overhang in the ground.

図1に示すようにインロー積み重ね形をしたコンクリートマンホール1を形成する。各層のコンクリートマンホール1は製造時に所定位置の外周に入口のあるインサートナット2を取付けた鋼製カラー3をあらかじめ埋込み取付けする。突上げ浮上防止用のひれ4はカラー体4aの下端より水平に突き出す外方突出形のひれ部4bと両者をつなぐ三角形などの補強板4cにて形成して、埋込みしたインサートナット2の入口にボルト5を螺挿し螺着して取付ける。4dは連結用のボルトナット、6はインロー継手部、7は緊結プレート、8は流水管9の継ぎ孔である。   As shown in FIG. 1, a concrete manhole 1 having an inlay stacked shape is formed. The concrete manhole 1 of each layer is embedded and attached in advance with a steel collar 3 having an insert nut 2 having an inlet on the outer periphery at a predetermined position at the time of manufacture. The fin 4 for preventing levitation and floating is formed by an outwardly projecting fin portion 4b projecting horizontally from the lower end of the collar body 4a and a reinforcing plate 4c such as a triangle connecting the two, and is inserted into the inlet of the embedded insert nut 2 The bolt 5 is screwed and screwed and attached. 4 d is a connecting bolt and nut, 6 is a spigot joint, 7 is a fastening plate, and 8 is a joint hole of the water flow pipe 9.

なお図1のコンクリートマンホールにおいては、下段は図2に示すように突上げ浮上防止用のひれ4を無端環状にて周設し、中段は図3に示すように突上げ浮上防止用のひれ4を外周に対称して2個乃至数個づつ取付け、上段は図4に示すようにさらに上下に段差を設けて取付けた実施例を示し、最上段の傾斜壁にもひれ4を取付けた例を示している。   In the concrete manhole shown in FIG. 1, the lower stage is provided with an endless annular fin 4 as shown in FIG. 2, and the middle stage is shown in FIG. 2 or several pieces are attached symmetrically to the outer periphery, and the upper stage shows an embodiment in which steps are further provided as shown in FIG. 4, and an example in which fins 4 are also attached to the uppermost inclined wall. Show.

図5はインサートナット2付きの鋼製カラー3を示すもので、インサートナット2付きの鋼製カラー3をあらかじめ埋込みしていない既設のコンクリートマンホールなどには図6に示すように突上げ浮上防止用のひれ4をアンカー10止めして取付けるのである。なお鋼製カラー3の内面に水膨張性ゴムを取付けることもある。   FIG. 5 shows a steel collar 3 with an insert nut 2, which is used to prevent the steel collar 3 with an insert nut 2 from being lifted and lifted as shown in FIG. 6 in an existing concrete manhole or the like. The fin 4 is fixed to the anchor 10 and attached. A water-expandable rubber may be attached to the inner surface of the steel collar 3.

突上げ浮上防止用のひれ4の張出し幅はコンクリートマンホール1の大きさによって異なるが、おおむね15〜30cmである。   Although the overhang width of the fin 4 for preventing the rising and rising is different depending on the size of the concrete manhole 1, it is about 15 to 30 cm.

図7はひれ4の周囲を直線形に形成した例を示し、図8は四角筒形のコンクリートマンホール1aの外表に突上げ浮上防止用のひれ4を取付けた実施例を示している。   FIG. 7 shows an example in which the periphery of the fin 4 is formed in a straight line shape, and FIG. 8 shows an embodiment in which the fin 4 for raising and preventing floating is attached to the outer surface of the rectangular cylindrical concrete manhole 1a.

本発明は以上のようにして、新設のコンクリートマンホールのほか既設のマンホールにも容易に突上げ浮上防止用のひれを取付けて地震などによるマンホールの突上げ浮上を防止して管路を維持することができる。   As described above, the present invention can be easily installed in the existing manhole in addition to the newly installed concrete manhole to prevent the manhole from rising and rising due to an earthquake or the like and maintain the pipe line. Can do.

本発明の突上げ浮上の防止構造を施したコンクリートマンホールの1例を示す断面図Sectional drawing which shows one example of the concrete manhole which gave the structure for preventing the rising and rising of the present invention 突上げ浮上防止用のひれを無端環状にて周設した部分の横断面図Cross-sectional view of the part that has an endless ring around the fins 同、4分の1分割にて対称に取付けた例の横断面図Cross-sectional view of an example of mounting symmetrically in the same quarter division 同、上下に段差を設けた取付け例を示す部分縦断面図Partial vertical cross-sectional view showing an example of installation with steps above and below 鋼製カラーの平面図とインサートナット部分の拡大図Plan view of steel collar and enlarged view of insert nut part アンカーボルトによる取付け例を示す部分拡大横断面図Partial enlarged cross-sectional view showing an example of anchor bolt installation ひれの周囲を直線状に形成した例を示す平面図The top view which shows the example which formed the circumference of a fin in the shape of a straight line 四角筒形のコンクリートマンホールの実施例を示す平面図Plan view showing an example of a rectangular cylindrical concrete manhole

符号の説明Explanation of symbols

1はコンクリートマンホール
2はインサートナット
3は鋼製カラー
4は突上げ浮上防止用のひれ
4aカラー体
4bはひれ部
4cは補強板
4dは連結用のボルトナット
5はボルト
6はインロー継手
7は緊結プレート
8は流水管の継ぎ孔
9は流水管
1 is a concrete manhole 2 is an insert nut 3 is a steel collar 4 is a fin for raising and preventing rising 4a collar body 4b is a fin 4c is a reinforcing plate 4d is a bolt bolt for connection 5 is a bolt 6 is an inlay joint 7 is tight Plate 8 is a water pipe connection hole 9 is a water pipe

Claims (3)

コンクリートマンホールの垂直形筒部の外表に浮上防止用のひれを1乃至複数層において取付けて地震などによる突上げ浮上を防止するようにしたことを特徴とするマンホールの地震などによる浮上防止構造。   A structure for preventing ascent due to an earthquake in a manhole, characterized in that one or more fins are attached to the outer surface of a vertical cylindrical portion of a concrete manhole to prevent the levitation from rising due to an earthquake or the like. 浮上防止用のひれは無端環状形または2乃至複数個に区分して取付け、上下の間に段差を置いて交互にずらして取付けする請求項1記載の浮上防止構造。   The levitation preventing structure according to claim 1, wherein the levitation preventing fins are attached in an endless annular shape or divided into two or more parts, and are attached with a step difference between the upper and lower sides. コンクリートマンホールの製造時に浮上防止用のひれをボルト止め取付けするためのインサートナット付きの鋼製カラーを垂直形筒部の外周にあらかじめ埋込み取り付けしておく請求項1または2に記載の浮上防止構造。   3. The structure for preventing levitation according to claim 1 or 2, wherein a steel collar with an insert nut for bolting and mounting a fin for preventing levitation at the time of manufacturing a concrete manhole is embedded and attached in advance to the outer periphery of the vertical cylindrical portion.
JP2004340011A 2004-11-25 2004-11-25 Earthquake thrust-up floating preventive structure of manhole Pending JP2006152542A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299626A (en) * 2005-04-20 2006-11-02 Hanex Co Ltd Floating prevention manhole
JP2007262747A (en) * 2006-03-28 2007-10-11 Fukuhara Imono Seisakusho:Kk Lift preventing method for built-up manhole and lift preventing flange member therefor
JP2008127919A (en) * 2006-11-22 2008-06-05 Japan Institute Of Wastewater Engineering Technology Manhole floatation preventing method and manhole
JP2009249915A (en) * 2008-04-07 2009-10-29 Japan Institute Of Wastewater Engineering Technology Uplift preventing manhole
JP2009299452A (en) * 2007-10-28 2009-12-24 Fukuhara Imono Seisakusho:Kk Method for preventing floatation of manhole, and the manhole
JP2010024751A (en) * 2008-07-22 2010-02-04 Nakagawa Hume Kan Kogyo Kk Lift-preventing plate for manhole
JP2010095950A (en) * 2008-10-18 2010-04-30 Fukuhara Imono Seisakusho:Kk Method for preventing floatation of manhole and the manhole
KR101733450B1 (en) * 2015-09-16 2017-05-11 최재헌 Manhole Protection Apparatus and Manhole Having the Same
FR3127766A1 (en) * 2021-10-01 2023-04-07 Beulco Gmbh & Co. Kg Manhole to be installed in the ground with a safety anchor and safety anchor for it

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299626A (en) * 2005-04-20 2006-11-02 Hanex Co Ltd Floating prevention manhole
JP4585366B2 (en) * 2005-04-20 2010-11-24 株式会社ハネックス Anti-levitation manhole
JP2007262747A (en) * 2006-03-28 2007-10-11 Fukuhara Imono Seisakusho:Kk Lift preventing method for built-up manhole and lift preventing flange member therefor
JP2008127919A (en) * 2006-11-22 2008-06-05 Japan Institute Of Wastewater Engineering Technology Manhole floatation preventing method and manhole
JP2009299452A (en) * 2007-10-28 2009-12-24 Fukuhara Imono Seisakusho:Kk Method for preventing floatation of manhole, and the manhole
JP2009249915A (en) * 2008-04-07 2009-10-29 Japan Institute Of Wastewater Engineering Technology Uplift preventing manhole
JP2010024751A (en) * 2008-07-22 2010-02-04 Nakagawa Hume Kan Kogyo Kk Lift-preventing plate for manhole
JP2010095950A (en) * 2008-10-18 2010-04-30 Fukuhara Imono Seisakusho:Kk Method for preventing floatation of manhole and the manhole
KR101733450B1 (en) * 2015-09-16 2017-05-11 최재헌 Manhole Protection Apparatus and Manhole Having the Same
FR3127766A1 (en) * 2021-10-01 2023-04-07 Beulco Gmbh & Co. Kg Manhole to be installed in the ground with a safety anchor and safety anchor for it

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