JPH10266317A - Earthquake-proof protection method for manhole - Google Patents
Earthquake-proof protection method for manholeInfo
- Publication number
- JPH10266317A JPH10266317A JP11412397A JP11412397A JPH10266317A JP H10266317 A JPH10266317 A JP H10266317A JP 11412397 A JP11412397 A JP 11412397A JP 11412397 A JP11412397 A JP 11412397A JP H10266317 A JPH10266317 A JP H10266317A
- Authority
- JP
- Japan
- Prior art keywords
- manhole
- earthquake
- joint
- collar
- slippage
- 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
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、コンクリート側塊
を積層した上下水道用マンホールの地震時における接合
部からの土砂の流入を防止する地震対応マンホール保護
工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake-resistant manhole protection method for preventing sediment from flowing in from a joint at the time of an earthquake in a manhole for water supply and sewerage in which concrete blocks are stacked.
【0002】[0002]
【従来の技術】従来のコンクリー側塊を積層して構築し
たマンホールのコンクリート側塊接合部には可撓性がな
く、一定の震度(レベルI)までは現状のインロー形式
による接続方法で対応できたが、それを越えた震度にな
ると接合部にズレが生じ、マンホール内部に漏水し、さ
らに震度が増すと最大応力付近の接合部が破壊し、マン
ホール内に土砂が流入し、マンホールとしての機能を失
ってしまった。また、図1の(a)、(b)に示すよう
に、外部又は内部を結合金具で固定したり、(c)のよ
うに接着剤で接合部を完全に固定してしまうと、一体の
構造物となり、地震時の外力によりマンホール自体が破
壊する恐れがあり、強度的に満足させるには経済性から
も困難であった。2. Description of the Related Art The joints of concrete-side masses of manholes constructed by stacking conventional concrete-side masses are not flexible and can be used up to a certain seismic intensity (level I) by the current spigot type connection method. However, if the seismic intensity exceeds that, the joints will shift, leaking inside the manhole, and if the seismic intensity further increases, the joint near the maximum stress will be broken, sediment will flow into the manhole, and the function as a manhole Has been lost. Also, as shown in FIGS. 1 (a) and 1 (b), if the outside or inside is fixed with a connecting metal, or if the joint is completely fixed with an adhesive as shown in FIG. It became a structure, and the manhole itself could be destroyed by the external force during the earthquake, and it was difficult from the economic point of view to satisfy the strength.
【0003】[0003]
【発明が解決しようとする課題】本発明は、一定の震度
以上の時にも接合部のズレ及び応力の分散を図れ、製品
の接合部、製品強度は従来のまゝ設置することが可能と
なる経済性、信頼性が大いに期待し得る地震対応マンホ
ール保護工法を提供することを課題とする。SUMMARY OF THE INVENTION According to the present invention, even when the seismic intensity is equal to or more than a certain level, the displacement of the joint and the dispersion of the stress can be achieved, and the joint of the product and the strength of the product can be installed as before. It is an object of the present invention to provide a method for protecting manholes against earthquakes, for which economic efficiency and reliability can be greatly expected.
【0004】[0004]
【課題を解決するための手段】本発明は、上記の課題を
解決するためになされたもので、可撓性と止水性を有す
る保護カラーを接合部の外側に設置するようにしたもの
である。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and a protective collar having flexibility and waterproofness is provided outside a joint. .
【0005】即ち、本発明は、接合部に主シール剤を挾
んでコンクリート側塊を積層すると共に、接合部の外側
に、内側の少なくとも上下に外部シール材を設けた薄肉
金属板製保護カラーをたが状に嵌合するようにしたもの
である。That is, according to the present invention, a protective collar made of a thin metal plate is provided, in which a concrete side lump is laminated with a main sealant interposed between joints, and external seals are provided on the outside of the joint at least above and below the inside. It is designed to fit in a hoop shape.
【0006】[0006]
【発明の実施の形態】図2は本発明実施例の縦断面図を
示すもので、1,2はインロー式接合部Aの接合部にブ
チルゴムやエポキシ樹脂等の主シール材3を挾んで積層
したコンクリーと側塊である。FIG. 2 is a longitudinal sectional view of an embodiment of the present invention. In FIGS. 1 and 2, reference numerals 1 and 2 denote a main sealing material 3 such as butyl rubber or epoxy resin sandwiched between joints of a spigot joint A. The concree and the side lumps.
【0007】4は内側の上下端部にゴム等の緩衝材5,
5を設けた薄肉の鋼製カラーで、インロー式接合部Aの
外側に嵌合した後、上下縁にガンでシーリング材6,6
を付着させて外部シール部を設けたものである。4 is a cushioning material such as rubber at
5 is a thin steel collar fitted to the outside of the spigot joint A, and then the upper and lower edges of the sealing material 6, 6 with a gun.
To provide an external seal portion.
【0008】以上のように構成したマンホールは、一定
震度以上の地震発生時に、図3のようにマンホール側塊
1が浮き上った場合も、図4に示すように、マンホール
側塊の片側が浮き上った場合も、主シール材3がその機
能を失っても保護カラー4の外部シール部が漏水を防
ぐ。In the manhole constructed as described above, even when the manhole-side lump 1 rises as shown in FIG. 3 when an earthquake of a certain seismic intensity or more occurs, as shown in FIG. Even if it floats up, the external seal portion of the protective collar 4 prevents water leakage even if the main seal material 3 loses its function.
【0009】また、図5に示すようにマンホールに水平
方向からの外力が加わって横ズレが発生し接合部が損傷
した場合にも、ずれをカラー内径の範囲内とし、その上
下の接合部に外力を分散し、漏水及び土砂の流入を防止
する。Also, as shown in FIG. 5, even when a lateral displacement occurs due to an external force applied to the manhole from the horizontal direction and the joint is damaged, the displacement is set within the range of the inner diameter of the collar, and the upper and lower joints are formed. Disperses external force and prevents water leakage and inflow of sediment.
【0010】[0010]
【発明の効果】本発明によれば、マンホール側塊の各接
合部でズレ及び応力の分散を計れ、製品の接合部、製品
強度は従来のまま設置することが可能となり、地震に対
応する信頼性が大幅に向上する効果があり、マンホール
側塊の構造は従来の構造のまゝ簡単な構造の保護カラー
を併用するだけで良いので、施工が容易なることを相俟
って地震対応マンホール保護工法として勝れたものであ
る。According to the present invention, it is possible to measure displacement and dispersion of stress at each joint of the manhole side lump, and it is possible to install the product joint and the product strength as before, and it is possible to maintain reliability in response to an earthquake. The construction of the manhole side lump only needs to be used with the simple structure of the protective collar in combination with the conventional structure. It was a winning method.
【図1】従来の各種マンホール地震対策を示す説明図で
ある。FIG. 1 is an explanatory view showing various conventional manhole earthquake countermeasures.
【図2】本発明実施例の縦断面図である。FIG. 2 is a longitudinal sectional view of an embodiment of the present invention.
【図3】本発明実施例の地震時の一状態を示す縦断面図
である。FIG. 3 is a longitudinal sectional view showing one state during an earthquake according to the embodiment of the present invention.
【図4】本発明実施例の地震時の一状態を示す縦断面図
である。FIG. 4 is a longitudinal sectional view showing one state during an earthquake according to the embodiment of the present invention.
【図5】本発明実施例の地震時の一状態を示す縦断面図
である。FIG. 5 is a longitudinal sectional view showing one state during an earthquake according to the embodiment of the present invention.
1,2 マンホール側塊 3 シール材 4 鋼製カラー 5 緩衝材 6 シーリング材 1, 2 manhole side lump 3 sealing material 4 steel collar 5 cushioning material 6 sealing material
Claims (1)
ト側塊を積層すると共に、接合部の外側に、内側の少な
くとも上下に外部シール材を設けた薄肉金属板製保護カ
ラーをたが状に嵌合することを特徴とする地震対応マン
ホール保護工法。[Claim 1] A concrete side lump is laminated on a joint portion with a main seal material interposed therebetween, and a protection collar made of a thin metal plate provided with an external seal material at least on the upper and lower sides of the inside of the joint portion is formed on the outside of the joint portion. A seismic manhole protection method characterized by fitting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11412397A JPH10266317A (en) | 1997-03-28 | 1997-03-28 | Earthquake-proof protection method for manhole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11412397A JPH10266317A (en) | 1997-03-28 | 1997-03-28 | Earthquake-proof protection method for manhole |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10266317A true JPH10266317A (en) | 1998-10-06 |
Family
ID=14629722
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11412397A Pending JPH10266317A (en) | 1997-03-28 | 1997-03-28 | Earthquake-proof protection method for manhole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10266317A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103457096A (en) * | 2013-01-04 | 2013-12-18 | 李家海 | Movable extension socket with earthquake-proof function |
-
1997
- 1997-03-28 JP JP11412397A patent/JPH10266317A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103457096A (en) * | 2013-01-04 | 2013-12-18 | 李家海 | Movable extension socket with earthquake-proof function |
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