JP2006112075A - Manhole and installation method of manhole cover supporting frame - Google Patents

Manhole and installation method of manhole cover supporting frame Download PDF

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JP2006112075A
JP2006112075A JP2004298729A JP2004298729A JP2006112075A JP 2006112075 A JP2006112075 A JP 2006112075A JP 2004298729 A JP2004298729 A JP 2004298729A JP 2004298729 A JP2004298729 A JP 2004298729A JP 2006112075 A JP2006112075 A JP 2006112075A
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manhole
ring
manhole cover
height
water
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Shinichi Tsubakimori
信一 椿森
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Abstract

<P>PROBLEM TO BE SOLVED: To enable the reuse of an adjusting ring and prevent the intrusion of rainwater into a manhole, by enabling a manhole cover supporting frame to be easily and rapidly removed. <P>SOLUTION: A relatively thick foamed-resin ring 10 is installed on the canted wall 3 of the manhole, and a required number of adjusting rings 4 made of concrete are installed on the ring 10 in accordance with the thickness of pavement. A thin foamed-resin ring 11 for finely adjusting height is installed on the rings 4; a pavement surface 5 and the manhole cover supporting frame 6 are fixed by being finely adjusted in such a manner as to be flush with each other; and an outer periphery of the adjusting ring 4 and outer peripheries of the rings 10 and 11 are enclosed with a water sealing tape 7, so that a gap between height adjusting members can be water-sealed. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、舗装路面とマンホール蓋面を合致させるマンホール蓋高を調整するマンホール設置方法と方法によって構築したマンホールに関する。   The present invention relates to a manhole constructed by a manhole installation method and method for adjusting a manhole cover height that matches a paved road surface and a manhole cover surface.

舗装路面の沈下によってマンホールの蓋面が路面から突出したり、また、逆に陥没していると、道路上を走行する自動車に対して衝撃を与える障害物となるため、マンホール蓋受枠を舗装路面と同一面となるように正確に合わせて設置しなければならない。   If the manhole cover surface protrudes from the road surface due to the sinking of the paved road surface, or if the manhole cover surface is depressed, it will be an obstacle that impacts the automobile traveling on the road. It must be installed exactly on the same plane.

従来、図4に示すように、マンホール斜壁3に設置するマンホール蓋受枠6の大まかな高さ調整(大調整)は、適宜厚さのコンクリート製または合成樹脂製の調整リング4でおこない、最終的な微調整は、流動モルタル41、若しくは、薄鉄板製の調整板によっておこない、路面5とマンホール鉄蓋61が同一面となるようにしている。   Conventionally, as shown in FIG. 4, rough height adjustment (large adjustment) of the manhole cover receiving frame 6 installed on the manhole inclined wall 3 is performed with an adjustment ring 4 made of concrete or synthetic resin having an appropriate thickness. The fine adjustment is performed by the flow mortar 41 or the adjustment plate made of a thin iron plate so that the road surface 5 and the manhole iron lid 61 are in the same plane.

道路の新設においては、路盤の締固めを入念におこなっても、道路を交通開放して使用している間に通過車両の重量や、衝撃によって路盤が沈下することが避けられず、マンホール蓋が路面から突出した状態となる。そのため、交通開放してから一定期間後、例えば半年後にはマンホールの蓋高調整をおこなわなければ円滑な交通を維持できなくなる。   In the construction of new roads, even if the roadbed is carefully compacted, it is inevitable that the roadbed will sink due to the weight of the passing vehicle or impact while the road is open, and the manhole cover will It will be in the state which protruded from the road surface. Therefore, smooth traffic cannot be maintained unless the manhole cover height is adjusted after a certain period of time has elapsed since the traffic was opened, for example, six months later.

このことは、通過車両の重量を舗装路盤の転圧に利用しているともいえ、当初の舗装は6ヶ月程度の仮舗装とみなせ、車両重量によって路盤を落ち着つかせてからの舗装が本舗装となるともいえるものである。   This means that the weight of the passing vehicle is used for the rolling of the paved roadbed, but the original pavement can be regarded as a temporary pavement of about 6 months. It can be said to be paved.

本舗装時の際は、当初設置したマンホール蓋受枠が舗装工事の障害となり、大型機械を使用した転圧ができないため、マンホール周辺の舗装の転圧が不十分となることから、特許文献1〜3(特許第2623490号、特許第2623491号、及び特許第2623492号)に示されるように、マンホール蓋受枠を予め撤去して仮蓋等でマンホール開口を閉塞して効率的に舗装をおこなうことが提案された。   At the time of the main paving, the manhole cover frame that was originally installed becomes an obstacle to the paving work, and the compaction using a large machine cannot be performed. 3 (Patent No. 2623490, Patent No. 2623491, and Patent No. 2623492), the manhole cover receiving frame is removed in advance and the manhole opening is closed with a temporary lid or the like for efficient paving. was suggested.

一方、舗装完成後にマンホール蓋受枠を設置すると、その周囲には舗装材料とは異なる材料を充填することになるため、異質の材料の接合部が存在するため、ひび割れが生じやすくなり、路面の雨水がマンホール内に浸入する可能性が大きくなるため、特許文献4及び5に示されるように対策を施していた。
図5にその一例を示すように、調整モルタルの内部にシール材を埋設して、マンホール内への雨水の浸入を阻止していた。
特許第2623490号公報 特許第2623491号公報 特許第2623492号公報 特開2002−364010号公報 特開平11−93190号公報
On the other hand, if the manhole cover frame is installed after the pavement is completed, it will be filled with a material different from the pavement material around it, so there are joints of different materials, so cracks are likely to occur, and rainwater on the road surface Therefore, countermeasures have been taken as disclosed in Patent Documents 4 and 5.
As shown in FIG. 5 as an example, a sealing material was embedded in the adjustment mortar to prevent rainwater from entering the manhole.
Japanese Patent No. 2623490 Japanese Patent No. 2623491 Japanese Patent No. 2623492 JP 2002-364010 A Japanese Patent Laid-Open No. 11-93190

交通開放後の車両重量によって路盤が十分落ち着いたところで舗装をやり直しするので、マンホール蓋受枠の設置も期間半年程度の仮設置となるわけであるが、車両を安全にマンホール上を通過させるためには、本施工と同等の強度となるように本施工と同様に工事をする必要がある。   Since the pavement is redone when the roadbed has settled down sufficiently due to the weight of the vehicle after the traffic is released, the installation of the manhole cover support frame will also be a temporary installation for about half a year, but in order to pass the vehicle safely over the manhole It is necessary to perform the construction in the same way as the main construction so as to have the same strength as the main construction.

仮設置の際に使用したコンクリート製や樹脂製の調整リングと高さ微調整に使用した流動モルタルとが強固に接着されており、撤去時に調整リングが破損してしまうことがあった。
また、鉄製の調整板やレンガ等で高さの微調整をした場合、マンホール蓋受枠と調整リングが点支持になるため、応力集中のためコンクリート製の調整リングが破損することが起こっていた。調整リングを破損することなく取り外すことができても、高さ微調整用のモルタルが付着しており、本設置に再利用するには、付着したモルタルをそぎ落とすケレン作業をおこなわなければならず、手間と時間がかかるため、新品のマンホール蓋受枠を使用することが多く、コストがかかると共に資源の無駄使いとなっていた。
The adjustment ring made of concrete or resin used for the temporary installation and the fluid mortar used for fine adjustment of the height are firmly bonded, and the adjustment ring may be damaged at the time of removal.
In addition, when the height is finely adjusted with an iron adjustment plate, brick, or the like, the manhole cover receiving frame and the adjustment ring are point-supported, so that the concrete adjustment ring is damaged due to stress concentration. Even if the adjustment ring can be removed without damaging it, the mortar for fine adjustment of the height is attached, and in order to reuse it for this installation, it is necessary to perform a cleansing work to scrape off the attached mortar. Since it takes time and effort, new manhole cover frames are often used, which is costly and wasteful of resources.

そこで、高さの微調整用のモルタル等が調整リングやマンホール蓋受枠に付着することなく、舗装の本施工の際にマンホール蓋受枠の撤去が簡単かつ迅速におこなえるようにすると共に、調整リングを再利用可能にし、舗装工事の円滑化と施工期間の短縮及び資源の効率的利用を図るために、図3に示す発泡樹脂製などの弾性材リング1を図2に示すように、マンホール蓋受枠6の高さ調整に使用することによって前記の問題を解決し、調整リング4の再使用を容易にする特願2004−217892号を提案した。   Therefore, the mortar for fine adjustment of the height does not adhere to the adjustment ring and the manhole cover receiving frame, and the manhole cover receiving frame can be easily and quickly removed during the pavement construction, and the adjustment ring is In order to make it reusable, to facilitate the paving work, to shorten the construction period, and to efficiently use resources, the elastic material ring 1 made of foamed resin as shown in FIG. Japanese Patent Application No. 2004-217892 has been proposed which solves the above-mentioned problems by using the height adjustment of 6 and facilitates the reuse of the adjustment ring 4.

しかし、前述のように、路面の雨水が舗装のひび割れや、接合部に生じた間隙からマンホール内に浸入する可能性がある。この雨水の浸入を防止するため、前述の調整モルタル部分やリング間に止水手段を施したのでは、手間がかかると共にコスト高となり、調整リングを再使用することが困難である。
そこで、本発明は、弾性材リングや調整リングを設置して高さ調整し、マンホール蓋受枠の周囲に充填材を充填する前に簡単な施工によって止水がなされるようにするものである。
However, as described above, there is a possibility that rainwater on the road surface may enter the manhole from cracks in the pavement or gaps generated at the joint. In order to prevent this rainwater from entering, if the water stop means is provided between the adjustment mortar part and the ring described above, it takes time and cost, and it is difficult to reuse the adjustment ring.
Accordingly, the present invention is to adjust the height by installing an elastic material ring or an adjustment ring so that the water can be stopped by simple construction before filling around the manhole cover receiving frame.

マンホール蓋受枠及び弾性材からなるリングを含む高さ調整部材の外周に止水手段を施すことによって、雨水がマンホール内へ浸入するのを防止するものである。
具体的には、マンホール蓋受枠の外周に止水テープ、膨潤性塗料、剥離性のコーキング材を施すことによって、止水するものである。
By providing water stop means on the outer periphery of the height adjusting member including the manhole cover receiving frame and the ring made of an elastic material, rainwater is prevented from entering the manhole.
Specifically, the outer periphery of the manhole cover receiving frame is water-stopped by applying a water-stopping tape, a swellable paint, and a peelable caulking material.

実施例
図3に示すマンホールの内径と外径にあわせた弾性材リング1にマンホール蓋受枠の固定用ボルト位置にボルト挿通用の長穴2を形成したものを調整高さに応じて用意する。
必要となる厚さの発泡樹脂リング10を、図1に示すようにマンホール斜壁3上に設置し、その上に舗装厚に応じてコンクリート製の調整リング4を必要枚数設置する。更にその上にマンホールの蓋受枠6の高さを路面に一致させるため、高さ微調整用の薄い発泡樹脂リング11を設置し、舗装路面5とマンホール蓋受枠6が同一面として固定する。
EXAMPLE An elastic ring 1 matched with the inner and outer diameters of the manhole shown in FIG. 3 is prepared in accordance with the adjustment height by forming a long hole 2 for inserting a bolt at the fixing bolt position of the manhole cover receiving frame.
A foamed resin ring 10 having a required thickness is installed on the manhole inclined wall 3 as shown in FIG. 1, and a necessary number of concrete adjustment rings 4 are installed on the manhole inclined wall 3 in accordance with the pavement thickness. Furthermore, in order to make the height of the manhole cover receiving frame 6 coincide with the road surface, a thin foamed resin ring 11 for fine height adjustment is installed, and the paved road surface 5 and the manhole cover receiving frame 6 are fixed as the same surface.

そして、マンホール蓋受枠6のフランジ、調整リング4、発泡樹脂リング10、11の隙間を止水するため、止水テープ7を巻きつけ、マンホール蓋受枠6の周囲に補修材51を充填し、転圧して完成する。
発泡樹脂リング1を常に調整リング4の上下面に設置する必要はなく、マンホール蓋受枠6に接する部分に発泡樹脂リングを設置することで、マンホール蓋受枠6の高さ調整をすることができる。
Then, in order to stop the gap between the flange of the manhole cover receiving frame 6, the adjustment ring 4, and the foamed resin rings 10 and 11, a waterproof tape 7 is wound, the repair material 51 is filled around the manhole cover receiving frame 6, Press to complete.
It is not necessary to always install the foamed resin ring 1 on the upper and lower surfaces of the adjustment ring 4, and the height of the manhole cover receiving frame 6 can be adjusted by installing the foamed resin ring in a portion in contact with the manhole cover receiving frame 6.

止水には、止水テープの他に、使用後に剥離が容易である変性シリコーンを主成分とする止水用コーキング材を厚さ2〜5ミリ程度、間隙部分に塗布して形成する。変性シリコーンは、剥離性が良好なので、本舗装の際の撤去時に簡単に除去することができ、調整リング4の再利用に支障をきたすことがない。   In addition to the water-stopping tape, the water-stopping tape is formed by applying a water-stopping caulking material mainly composed of a modified silicone, which can be easily peeled off after use, to a gap of about 2 to 5 mm. Since the modified silicone has good releasability, it can be easily removed at the time of removal during the main paving, and the reuse of the adjusting ring 4 is not hindered.

また、カルボキシメチルセルロース等の電離性吸水ポリマー、多価金属化合物、熱可塑性エラストマーの有機溶剤及び体質顔料とからなる水膨潤性塗料組成物をローラ刷毛などで、高さ調整部材の外周に2mm程度の厚さに塗布することによって、万一雨水の浸入があっても、膨潤性塗料が膨潤して止水が完全におこなわれ、マンホールに雨水が浸入する恐れがない。この膨潤性塗料は調整リング4と発泡樹脂リング10、11の外周に薄く塗布してあるだけであり、セメントモルタルのように強力な接着性がないので、調整リング4に強固に付着して再使用を阻害するものではない。   Further, a water-swellable coating composition comprising an ionizable water-absorbing polymer such as carboxymethyl cellulose, a polyvalent metal compound, an organic solvent of a thermoplastic elastomer, and an extender pigment is applied to the outer periphery of the height adjusting member with a roller brush or the like at about 2 mm By applying to the thickness, even if rainwater enters, the swellable paint swells and water stops completely, and there is no risk of rainwater entering the manhole. This swellable paint is only thinly applied to the outer periphery of the adjustment ring 4 and the foamed resin rings 10 and 11 and does not have strong adhesiveness like cement mortar. It does not hinder use.

また、この膨潤性塗料を予めひも状またはテープ状に成形したものは、ある程度の接着性を有しており、簡単に高さ調整部材の外周に巻きつけることができるので、止水作業を簡素化できる。
なお、発泡樹脂リングの表面及び外周に膨潤性塗料を薄く塗布したり、薄いゴムの止水層を設けたものを用いてもよい。
In addition, this swellable paint that has been previously molded into a string or tape has a certain degree of adhesiveness and can be easily wrapped around the outer periphery of the height adjustment member, thus simplifying the water stop operation. Can be
In addition, you may use what applied the thin swellable coating material to the surface and outer periphery of the foamed resin ring, or provided the water stop layer of the thin rubber.

マンホール蓋受枠の高さ調整に弾性材からなるリングを使用することによって本舗装の際の撤去を容易であると共に、雨水がマンホール内に浸入するのを防止することができ、また、高さ微調整用のモルタルを使用しないのでマンホール蓋受枠のフランジや調整リングにモルタルが付着しておらず、再利用することができ、資源の効率的利用が図れる。   By using a ring made of an elastic material for adjusting the height of the manhole cover frame, it is easy to remove the main pavement and prevent rainwater from entering the manhole. Since the mortar for adjustment is not used, the mortar is not attached to the flange or the adjustment ring of the manhole cover receiving frame and can be reused, so that the resources can be used efficiently.

本発明のマンホールの断面図。Sectional drawing of the manhole of this invention. 弾性材リングを使用したマンホールの断面図。Sectional drawing of the manhole which uses an elastic material ring. 弾性材リングの斜視図。The perspective view of an elastic material ring. 従来のマンホールの断面図。Sectional drawing of the conventional manhole. 止水手段を施した従来のマンホールの断面図。Sectional drawing of the conventional manhole which gave the water stop means.

符号の説明Explanation of symbols

1 弾性材リング(発泡樹脂リング)
10、11 発泡樹脂リング
3 マンホール斜壁
4 調整リング
5 路面
51 補修材
6 マンホール蓋受枠
7 止水手段
1 Elastic ring (foamed resin ring)
10, 11 Foamed resin ring 3 Manhole inclined wall 4 Adjustment ring 5 Road surface 51 Repair material 6 Manhole cover receiving frame 7 Water stop means

Claims (7)

弾性材からなるリングがマンホール蓋受枠の下側に設置してあり、高さ調整部材の外周に止水手段が施してあるマンホール。 A manhole in which a ring made of an elastic material is installed on the lower side of the manhole cover receiving frame, and a water stop means is applied to the outer periphery of the height adjusting member. 請求項1において、止水手段が止水テープであるマンホール。 The manhole according to claim 1, wherein the water stopping means is a water stopping tape. 請求項1において、止水手段がシリコーンコーキングであるマンホール。 The manhole according to claim 1, wherein the water stopping means is silicone caulking. 請求項1において、止水手段が膨潤性塗料であるマンホール。 2. A manhole according to claim 1, wherein the water stopping means is a swellable paint. 請求項4において、膨潤性塗料をひも状またはテープに形成したものが止水手段であるマンホール。 5. The manhole according to claim 4, wherein the swelling paint is formed as a string or a tape. リングの少なくとも一面に止水層が設けてある発泡樹脂製高さ調整リング。 A height adjustment ring made of foamed resin, in which a water blocking layer is provided on at least one surface of the ring. マンホール蓋受枠の高さを調整して舗装路面と一致させた後、マンホール蓋受枠及び高さ調整部材の外周に止水を施すマンホール設置方法。 A manhole installation method in which the height of the manhole cover receiving frame is adjusted to match the paved road surface, and then water is stopped on the outer periphery of the manhole cover receiving frame and the height adjusting member.
JP2004298729A 2004-10-13 2004-10-13 Manhole and installation method of manhole cover supporting frame Pending JP2006112075A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107642109A (en) * 2017-09-19 2018-01-30 北京万兴建筑集团有限公司 A kind of town road heavy well cover walling crib ruggedized construction and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107642109A (en) * 2017-09-19 2018-01-30 北京万兴建筑集团有限公司 A kind of town road heavy well cover walling crib ruggedized construction and its construction method

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