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JP2016151112A - Manhole water stop structure and manhole and manufacturing method thereof - Google Patents

Manhole water stop structure and manhole and manufacturing method thereof Download PDF

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JP2016151112A
JP2016151112A JP2015028327A JP2015028327A JP2016151112A JP 2016151112 A JP2016151112 A JP 2016151112A JP 2015028327 A JP2015028327 A JP 2015028327A JP 2015028327 A JP2015028327 A JP 2015028327A JP 2016151112 A JP2016151112 A JP 2016151112A
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water stop
end surface
insertion receiving
receiving groove
manhole
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JP6612034B2 (en
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孝太郎 石田
Kotaro Ishida
孝太郎 石田
照正 大澤
Terumasa Osawa
照正 大澤
良祐 手嶋
Ryosuke Tejima
良祐 手嶋
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Haneda Zenith Co Ltd
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Haneda Zenith Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a manhole water stop structure with high workability and durability and a manufacturing method thereof.SOLUTION: A lower end face 3 of an upper cylindrical body 2 is laid on an upper end face 4 of a lower cylindrical body 2. Upper and lower insertion receiving grooves 11, 11 are formed on the lower end face 3 and the upper end face 4, respectively. A cylindrical water stop member 21 is inserted in the upper and lower insertion receiving grooves 11, 11. The water stop member 21 comprises a cylindrical core material 22 made of rigid material and inner and outer water stop rings 24, 24 which are formed on inner and outer surfaces of the core material 22 and abut against the insertion receiving groove 11. Thus, the inner and outer water stop rings 24, 24 can be smoothly inserted in the insertion receiving groove 11 by the core material 22 and water stop performance can be ensured by the inner and outer water stop rings 24, 24. The core material 22 can also exert shear resistance in the upper and lower cylindrical bodies 2, 2. As the water stop member 21 is stored in the insertion receiving groove 11 instead of being formed outside, durability of the water stop member 21 is improved.SELECTED DRAWING: Figure 1

Description

本発明は、筒体を重ね合わせるマンホールの止水構造及びマンホールとその施工方法に関する。   The present invention relates to a water stop structure for manholes that overlap cylinders, a manhole, and a construction method thereof.

マンホールを地震時等に破壊しないようにするには、マンホールを上下方向に剛結合するより、筒体間の継手に遊びを持たせた柔構造とするのが好ましい。このためマンホールには水平方向の目地部が形成される。   In order to prevent the manhole from being destroyed during an earthquake or the like, it is preferable to have a flexible structure in which the joint between the cylinders has play, rather than rigidly connecting the manhole vertically. For this reason, a horizontal joint is formed in the manhole.

上記のようなコンクリート部材同士に設ける目地部として、第一のコンクリート二次製品に一部が埋設された第一の止水材を設け、第二のコンクリート二次製品に一部が埋設された第二の止水材を設け、第一の二次製品に凹部を形成し、この凹部に嵌入する突出部を第二の二次製品に形成したもの(例えば特許文献1)がある。   As a joint part to be provided between the concrete members as described above, the first water stop material partially embedded in the first concrete secondary product was provided, and part of the second concrete secondary product was embedded. There exists a thing which provided the 2nd water stop material, formed the recessed part in the 1st secondary product, and formed the projection part inserted in this recessed part in the 2nd secondary product (for example, patent documents 1).

上記突出部は先端に小径部を形成することにより凹部内に挿入し易くしているが、大口径のマンホールに用いた場合、突出部がゴム材質からなるため、現場で凹部に突出部を均等に挿入する作業が煩雑になることが予想される。   The protrusion is easy to insert into the recess by forming a small-diameter portion at the tip, but when used in a large-diameter manhole, the protrusion is made of a rubber material. It is expected that the work of inserting into the will become complicated.

ところで、分割したマンホールなどでは地震などにより継手箇所にせん断応力が発生するため、インロー継手などの凹凸嵌合部を設けてせん断力に対抗するようにしている。このように端面に凹凸部を設けると、平坦な場合に比べて、製造時,保管時や運搬時に凹凸部が外部に接触して破損しないように注意して作業を行う必要がある。   By the way, in a divided manhole or the like, a shearing stress is generated at a joint portion due to an earthquake or the like. Therefore, an uneven fitting portion such as an inlay joint is provided to counter the shearing force. When the uneven portion is provided on the end face in this way, it is necessary to perform the work with care so that the uneven portion does not come into contact with the outside during manufacturing, storage or transportation, as compared with a flat case.

これに対して、金属製のカラーを隣合う筒体の差し口に外嵌して接続する構造において、前記カラーの内面にシール部材を接着し、このシール部材を前記差し口に当接して止水性を確保するものがあるが、接着が不十分であると、カラーの内面からシール部材が剥がれ易く、また、カラーが外部に露出するため、耐久性の面で不利である。   On the other hand, in a structure in which a metal collar is externally fitted and connected to an insertion port of an adjacent cylinder, a seal member is bonded to the inner surface of the collar, and the seal member is brought into contact with the insertion port and stopped. Although there are some which ensure water-based properties, if the adhesion is insufficient, the sealing member is easily peeled off from the inner surface of the collar, and the collar is exposed to the outside, which is disadvantageous in terms of durability.

特開2007−56462号公報JP 2007-56462 A

解決しようとする課題は、施工性と耐久性に優れたマンホールの止水構造及びマンホールとその施工方法を提供することを目的とする。   The problem to be solved is to provide a water stop structure for manholes excellent in workability and durability, a manhole and a construction method thereof.

請求項1の発明は、上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面の一方に挿入受け溝を設け、前記下端面と前記上端面の他方に取り付けた筒状の止水部材を、前記挿入受け溝に挿入したマンホールの止水構造において、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えることを特徴とする。   According to the first aspect of the present invention, the lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, an insertion receiving groove is provided on one of the lower end surface and the upper end surface, and the lower end surface and the upper end surface In the water stop structure of a manhole in which a cylindrical water stop member attached to the other is inserted into the insertion receiving groove, the water stop member includes a cylindrical core member made of a hard material, and inner and outer surfaces of the core member. And a water-stop ring inside and outside that comes into contact with the insertion receiving groove.

請求項1の構成によれば、芯材により内外の止水リングを挿入受け溝にスムーズに挿入することができ、内外の止水リングにより確実な止水性が得られる。また、芯材が上下の筒体におけるせん断抵抗の役目を果たすことができる。さらに、外部に設けたものと違って挿入受け溝内に止水部材を収納するから、止水部材の耐久性が向上する。   According to the configuration of the first aspect, the inner and outer water-stop rings can be smoothly inserted into the insertion receiving groove by the core material, and a certain water-stop is obtained by the inner and outer water-stop rings. Further, the core material can play a role of shear resistance in the upper and lower cylinders. Further, since the water stop member is housed in the insertion receiving groove unlike the one provided outside, the durability of the water stop member is improved.

また、請求項2の発明は、上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面に上下の挿入受け溝を設け、それら上下の挿入受け溝に筒状の止水部材を挿入したマンホールの止水構造において、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えることを特徴とする。   In the invention of claim 2, the lower end surface of the upper cylindrical body and the upper end surface of the lower cylindrical body are overlapped, and upper and lower insertion receiving grooves are provided on the lower end surface and the upper end surface, respectively. In the water stop structure of a manhole in which a cylindrical water stop member is inserted into the groove, the water stop member is provided on a cylindrical core member made of a hard material and on the inner and outer surfaces of the core member and contacts the insertion receiving groove. It is characterized by comprising an inner and outer water-stop ring in contact.

請求項2の構成によれば、芯材により内外の止水リングを挿入受け溝にスムーズに挿入することができ、内外の止水リングにより確実な止水性が得られる。また、芯材が上下の筒体におけるせん断抵抗の役目を果たすことができる。さらに、外部に設けたものと違って挿入受け溝内に止水部材を収納するから、止水部材の耐久性が向上する。   According to the configuration of the second aspect, the inner and outer water stop rings can be smoothly inserted into the insertion receiving groove by the core material, and a certain water stop can be obtained by the inner and outer water stop rings. Further, the core material can play a role of shear resistance in the upper and lower cylinders. Further, since the water stop member is housed in the insertion receiving groove unlike the one provided outside, the durability of the water stop member is improved.

また、請求項3の発明は、前記内外の止水リングの端部を連結して前記芯材の端部を覆ったことを特徴とする。   The invention according to claim 3 is characterized in that the ends of the inner and outer water-stop rings are connected to cover the ends of the core member.

請求項3の構成によれば、内外の止水リングの端部を連結して袋状にしたため、芯材への止水リングの接着が容易となり、また、端部側から止水リングが剥がれることを防止でき、挿入受け溝内に挿入する際に剥がれることがない。   According to the structure of Claim 3, since the edge part of the water-stop ring inside and outside was connected and made into the bag shape, adhesion of the water-stop ring to the core material is facilitated, and the water-stop ring is peeled off from the end side. This can be prevented and does not peel off when inserted into the insertion receiving groove.

また、請求項4の発明は、前記挿入受け溝と前記筒体の内周とを連通する止水剤注入孔を設けたことを特徴とする。   According to a fourth aspect of the present invention, a water-stopping agent injection hole is provided to communicate the insertion receiving groove with the inner periphery of the cylindrical body.

請求項4の構成によれば、止水部材を挿入した挿入受け溝に、止水剤注入孔から止水剤を注入することにより、止水性を向上することができる。   According to the structure of Claim 4, a water stop can be improved by inject | pouring a water stop agent into the insertion receiving groove which inserted the water stop member from a water stop agent injection hole.

また、請求項5の発明は、複数の前記筒体を上下方向に重ね合わせると共に、前記上下の筒体に前記止水構造を設けたことを特徴とする。   The invention according to claim 5 is characterized in that a plurality of the cylinders are overlapped in the vertical direction, and the water stop structure is provided in the upper and lower cylinders.

請求項5の構成によれば、複数の筒体を上下に重ね合わせてマンホールを構築し、このマンホールの目地部は止水構造により止水性に優れたものとなる。   According to the configuration of the fifth aspect, a manhole is constructed by superimposing a plurality of cylinders on top and bottom, and the joint portion of the manhole is excellent in water stoppage due to the water stop structure.

また、請求項6の発明は、前記筒体が周方向に分割された複数の分割筒体からなり、前記複数の分割筒体を周方向に接続したことを特徴とする。   The invention according to claim 6 is characterized in that the cylindrical body includes a plurality of divided cylindrical bodies divided in the circumferential direction, and the plurality of divided cylindrical bodies are connected in the circumferential direction.

請求項6の構成によれば、止水性に優れた大径のマンホールが得られる。   According to the structure of Claim 6, the large-diameter manhole excellent in water-stopping property is obtained.

また、請求項7の発明は、上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面の一方に挿入受け溝を設け、前記下端面と前記上端面の他方に取り付けた筒状の止水部材を、前記挿入受け溝に挿入し、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えるマンホールの止水構造の施工方法であって、前記下の筒体を設置し、前記止水部材の先端に前記挿入受け溝を合わせ、前記下の筒体に前記上の筒体を重ねることを特徴とする。   In the invention of claim 7, the lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, an insertion receiving groove is provided on one of the lower end surface and the upper end surface, and the lower end surface and the A cylindrical water-stopping member attached to the other of the upper end surfaces is inserted into the insertion receiving groove, and the water-stopping member is provided on the cylindrical core material made of a hard material and the inner and outer surfaces of the core material. It is a construction method of a water stop structure of a manhole provided with inner and outer water stop rings abutting against the insertion receiving groove, the lower cylinder is installed, the insertion receiving groove is aligned with the tip of the water stopping member, The upper cylinder is overlaid on the lower cylinder.

請求項7の構成によれば、確実な止水性を備えた止水構造を得ることができる。   According to the structure of Claim 7, the water stop structure provided with reliable water stop can be obtained.

また、請求項8の発明は、上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と上端面に上下の挿入受け溝を設け、それら上下の挿入受け溝に筒状の止水部材を挿入し、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えるマンホールの止水構造の施工方法であって、前記下の筒体を設置し、前記下の筒体の挿入受け溝に前記止水部材の下部を挿入した後、前記止水部材の上部に上の筒体の挿入受け溝を合わせ、前記下の筒体に前記上の筒体を重ねることを特徴とする。   In the invention of claim 8, the lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, and upper and lower insertion receiving grooves are provided on the lower end surface and the upper end surface. A cylindrical water-stopping member is inserted into the cylindrical water-proof member, and the water-stopping member includes a cylindrical core member made of a hard material, and inner and outer water-stop rings provided on the inner and outer surfaces of the core member and in contact with the insertion receiving groove. A construction method of a water stop structure of a manhole comprising: the lower cylinder is installed, and the lower part of the water stop member is inserted into the insertion receiving groove of the lower cylinder, and then the upper part of the water stop member The upper cylindrical body is aligned with the insertion receiving groove of the upper cylindrical body, and the upper cylindrical body is overlaid on the lower cylindrical body.

請求項8の構成によれば、確実な止水性を備えた止水構造を得ることができる。   According to the structure of Claim 8, the water stop structure provided with reliable water stop can be obtained.

上記構成によれば、現場での施工性に優れると共に耐久性に優れ、また、地震時などにより筒体の重ね合せ箇所に目開きが発生しても、止水性を確保することができる。   According to the said structure, it is excellent in on-site workability | operativity, it is excellent in durability, and even if an opening occurs in the overlapping location of a cylindrical body at the time of an earthquake etc., it can ensure water-stopping.

本発明の実施例1を示す止水構造の断面図である。It is sectional drawing of the water stop structure which shows Example 1 of this invention. 同上、施工を説明する断面図である。It is sectional drawing explaining construction as same as the above. 同上、挿入受け溝周りの断面図である。It is sectional drawing around an insertion receiving groove same as the above. 同上、止水部材の断面図である。It is sectional drawing of a water stop member same as the above. 同上、止水部材の要部の拡大断面図である。It is an expanded sectional view of the principal part of a water stop member same as the above. 同上、筒体の平面図である。It is a top view of a cylinder same as the above. 同上、筒体の断面図である。It is a sectional view of a cylinder same as the above. 同上、止水部材の正面図である。It is a front view of a water stop member same as the above. 同上、コンクリート面からなる挿入受け溝周りの断面図である。It is sectional drawing around the insertion receiving groove which consists of a concrete surface same as the above. 同上、施工を説明する断面図である。It is sectional drawing explaining construction as same as the above. 同上、目開き状態を説明する断面図である。It is sectional drawing explaining an open state as same as the above. 本発明の実施例2を示す止水部材の断面図である。It is sectional drawing of the water stop member which shows Example 2 of this invention. 本発明の実施例3を示す止水部材の断面図である。It is sectional drawing of the water stop member which shows Example 3 of this invention. 本発明の実施例4を示す止水構造の断面図である。It is sectional drawing of the water stop structure which shows Example 4 of this invention. 同上、施工を説明する断面図である。It is sectional drawing explaining construction as same as the above. 本発明の実施例5を示す施工を説明する断面図である。It is sectional drawing explaining the construction which shows Example 5 of this invention. 本発明の実施例6を示すマンホールの要部の斜視図である。It is a perspective view of the principal part of the manhole which shows Example 6 of this invention.

本発明における好適な実施の形態について、添付図面を参照して説明する。尚、以下に説明する実施例は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。   Preferred embodiments of the present invention will be described with reference to the accompanying drawings. In addition, the Example demonstrated below does not limit the content of this invention described in the claim. In addition, all of the configurations described below are not necessarily essential requirements of the present invention.

図1〜図11は実施例1を示しており、マンホール1は、円筒形の筒体2,2・・・を組み立てる組立式マンホールであり、前記筒体2はプレキャストコンクリートなどからなる。尚、前記筒体2の直径(内径)は2000〜3500mm程度である。また、マンホール1は地中に埋設され、土圧を受ける。尚、この例では、筒体2は周方向に一体のものを用いている。   1 to 11 show a first embodiment. A manhole 1 is an assembly-type manhole for assembling cylindrical cylindrical bodies 2, 2,..., And the cylindrical body 2 is made of precast concrete or the like. In addition, the diameter (inner diameter) of the said cylinder 2 is about 2000-3500 mm. The manhole 1 is buried in the ground and subjected to earth pressure. In this example, the cylindrical body 2 is integrated in the circumferential direction.

上下の筒体2,2が重ね合わされ、上下の筒体2,2の下端面3と上端面4との間に5mm程度の目地部5を設け、この目地部5には充填材などが充填される。尚、前記目地部5が重ね合せ箇所である。また、この例では、下端面3と上端面4は、筒体2の中心軸と略直交する平坦面に形成されている。   The upper and lower cylinders 2 and 2 are overlapped, and a joint portion 5 of about 5 mm is provided between the lower end surface 3 and the upper end surface 4 of the upper and lower cylinders 2 and 2, and the joint portion 5 is filled with a filler or the like. Is done. The joint portion 5 is an overlapping portion. In this example, the lower end surface 3 and the upper end surface 4 are formed on flat surfaces that are substantially orthogonal to the central axis of the cylindrical body 2.

止水構造として以下の構成を備える。前記下端面3及び上端面4には、リング状の挿入受け溝11、11をそれぞれ設ける。この挿入受け溝11は筒体2の壁厚の1/3〜2/3の間に設けられている。前記挿入受け溝11の位置は、マンホール1の欠損等から考えると壁厚の略中央が好ましい。また、挿入受け溝11は筒体2と同心円状に形成されている。   The following structure is provided as a water stop structure. The lower end surface 3 and the upper end surface 4 are provided with ring-shaped insertion receiving grooves 11 and 11, respectively. The insertion receiving groove 11 is provided between 1/3 and 2/3 of the wall thickness of the cylindrical body 2. The position of the insertion receiving groove 11 is preferably about the center of the wall thickness in view of the defect of the manhole 1 or the like. Further, the insertion receiving groove 11 is formed concentrically with the cylindrical body 2.

この例では、挿入受け溝11を鋼製又は合成樹脂製の埋設枠12により形成している。この埋設枠12は、底板部13の内外に、リング状の内周板部14及び外周板部15の下縁を連結し、内周板部14の上縁に内鍔部16を周設すると共に、外周板部15の下縁に外鍔部17を設け、底板部13,内周板部14及び外周板部15の内面により挿入受け溝11が構成されている。このように挿入受け溝11を鋼製又は合成樹脂製とすることによりコンクリート面に比べて内面が平滑となるため、止水部材21との密着性がよく、止水性が向上する。尚、埋設枠12はインサート成形により筒体2に固定されている。尚、インサート成形においては、前記筒体2を成形する型枠(図示せず)内に前記埋設枠12を位置固定して配置した後、前記型枠にコンクリートを充填し、充填したコンクリートが固化することにより筒体2に埋設枠12が固定される。また、内,外周板部14,15の外面が下端面3及び上端面4と面一になる。尚、内鍔部16と外鍔部17を設けることにより、埋設枠12と筒体2のコンクリートとの間に隙間ができ難くなり、密着性が向上する。   In this example, the insertion receiving groove 11 is formed by an embedded frame 12 made of steel or synthetic resin. The embedded frame 12 connects the lower edge of the ring-shaped inner peripheral plate portion 14 and the outer peripheral plate portion 15 to the inner and outer sides of the bottom plate portion 13, and the inner flange portion 16 is provided around the upper edge of the inner peripheral plate portion 14. In addition, an outer flange portion 17 is provided at the lower edge of the outer peripheral plate portion 15, and the insertion receiving groove 11 is constituted by the bottom plate portion 13, the inner peripheral plate portion 14 and the inner surface of the outer peripheral plate portion 15. By making the insertion receiving groove 11 made of steel or synthetic resin in this way, the inner surface becomes smoother than the concrete surface, so that the adhesion with the water-stopping member 21 is good and the water-stopping property is improved. The embedded frame 12 is fixed to the cylinder 2 by insert molding. In insert molding, after placing the embedded frame 12 in a fixed form (not shown) for forming the cylindrical body 2, the concrete is filled into the mold, and the filled concrete is solidified. By doing so, the embedded frame 12 is fixed to the cylindrical body 2. Further, the outer surfaces of the inner and outer peripheral plate portions 14 and 15 are flush with the lower end surface 3 and the upper end surface 4. In addition, by providing the inner flange portion 16 and the outer flange portion 17, it becomes difficult to form a gap between the embedded frame 12 and the concrete of the cylindrical body 2, and the adhesion is improved.

また、製造型枠に挿入受け溝11に相当する凹部を設けて挿入受け溝11をコンクリートで成形してもよい。この場合は、図9に示すように、挿入受け溝11の内面がコンクリート面となるが、挿入受け溝11の部分を安価に製造することができる。   Further, a recess corresponding to the insertion receiving groove 11 may be provided in the manufacturing mold and the insertion receiving groove 11 may be formed of concrete. In this case, as shown in FIG. 9, the inner surface of the insertion receiving groove 11 is a concrete surface, but the portion of the insertion receiving groove 11 can be manufactured at low cost.

前記上下の挿入受け溝11,11には止水部材21が挿入される。この止水部材21は、硬質材料からなる筒状の芯材22を備え、この芯材22は鋼製、ステンレス鋼製や合成樹脂製のものなどが用いられる。前記芯材22は円筒形をなし、挿入状態で前記挿入受け溝11の幅方向略中央に位置する。また、芯材22の高さは前記挿入受け溝11の高さの略2倍であり、芯材22の厚さは、筒体2の直径(外径)は2000〜3500mm程度のマンホール1で、鋼製の芯材22の場合、6〜10mm程度である。   A water stop member 21 is inserted into the upper and lower insertion receiving grooves 11, 11. The water blocking member 21 includes a cylindrical core member 22 made of a hard material. The core member 22 is made of steel, stainless steel, synthetic resin, or the like. The core member 22 has a cylindrical shape, and is positioned substantially in the center in the width direction of the insertion receiving groove 11 in the inserted state. Further, the height of the core material 22 is approximately twice the height of the insertion receiving groove 11, and the thickness of the core material 22 is the manhole 1 having a diameter (outer diameter) of the cylindrical body 2 of about 2000 to 3500 mm. In the case of the steel core material 22, it is about 6 to 10 mm.

前記芯材22は、止水性能の他にせん断抵抗のキーの役割もなす。このため芯材22の厚さをマンホール1のせん断抵抗に満足する厚さ以上とする。そして、芯材22のせん断抵抗は、施工時に上の筒体2を吊った状態で止水部材21を挿入受け溝11に嵌めた時に上の筒体2が左右に動く時に効果を発揮する。前記せん断力としては、筒体2の重量と同程度の力が発生することを想定しており、筒体2の大きさにもよるが1mm〜3mm程度の厚さが必要となるが、上下の筒体2,2を重ね合わせた後、筒体2の外の地下水と、筒体2内に存在する内水による腐食を内外で1mmずつ考慮すると、芯材22の厚は3mm〜5mm、安全を考慮すると共に地震によるせん断力も考慮して、その倍の6mm〜10mmとした。   The core material 22 also serves as a key for shear resistance in addition to water-stopping performance. For this reason, the thickness of the core material 22 is set to be equal to or greater than the thickness satisfying the shear resistance of the manhole 1. The shear resistance of the core member 22 is effective when the upper cylinder 2 moves to the left and right when the water stop member 21 is fitted in the insertion receiving groove 11 while the upper cylinder 2 is suspended during construction. As the shearing force, it is assumed that a force similar to the weight of the cylindrical body 2 is generated, and although it depends on the size of the cylindrical body 2, a thickness of about 1 mm to 3 mm is required. After the cylinders 2 and 2 are overlapped, the thickness of the core material 22 is 3 mm to 5 mm, considering the groundwater outside the cylinder 2 and the corrosion caused by the internal water existing in the cylinder 2 in 1 mm each. In consideration of safety and the shearing force due to the earthquake, the thickness is 6 to 10 mm.

このように目地部5において上下の筒体2,2が平面方向においてずれることにより生じるせん断力に対して、芯材22が対抗することにより、下端面3と上端面4とを凹凸嵌合する必要がない場合は、下端面3及び上端面4を平坦に形成することができる。   Thus, the lower end surface 3 and the upper end surface 4 are concavo-convexly fitted by the core member 22 opposing the shearing force generated by the upper and lower cylinders 2 and 2 being displaced in the plane direction at the joint portion 5. If not necessary, the lower end surface 3 and the upper end surface 4 can be formed flat.

さらに、前記止水部材21には、その上側と下側に止水部23,23が設けられている。前記止水部23は、芯材22の内外面にゴムなどからなる止水リング24,24を接着などにより固着してなる。前記止水リング24は、図4などに示す断面が周方向に連続し、複数の傾斜舌片26,27,27が溝部28を間に挟んで並んで設けられている。前記傾斜舌片26,27は先端側(端部側)に斜めの傾斜面部26A,27Aを有し、基端側(中央側)に横方向の基端面26B,27Bを有する。そして、傾斜舌片26,27,27と傾斜舌片26,27,27との間には溝部28より広い溝部28Aが設けられている。また、止水部23の先端の厚さT1は、内外の溝部28,28の底部の間隔T2より狭く形成されているから、挿入受け溝11に挿入し易くなっている。また、図5に示すように、内外の止水リング24,24の内面には、その全面に略台形形状の凹凸部29を設け、この凹凸部29が芯材22の外面に接着され、前記凹凸部29の凹みに接着剤が入り、安定した接着強度が得られる。尚、接着性から凹凸部29の深さは5mm以下、好ましくは3mm以下である。   Further, the water stop member 21 is provided with water stop portions 23, 23 on the upper side and the lower side thereof. The water stop portion 23 is formed by fixing water stop rings 24 and 24 made of rubber or the like to the inner and outer surfaces of the core member 22 by bonding or the like. The water stop ring 24 has a cross section shown in FIG. 4 or the like that is continuous in the circumferential direction, and a plurality of inclined tongue pieces 26, 27, 27 are provided side by side with the groove 28 interposed therebetween. The inclined tongue pieces 26, 27 have inclined inclined surface portions 26A, 27A on the distal end side (end portion side), and lateral proximal end surfaces 26B, 27B on the proximal end side (center side). A groove portion 28A wider than the groove portion 28 is provided between the inclined tongue pieces 26, 27, 27 and the inclined tongue pieces 26, 27, 27. Further, the thickness T1 of the tip of the water stop portion 23 is formed to be narrower than the interval T2 between the bottom portions of the inner and outer grooves 28, 28, so that it can be easily inserted into the insertion receiving groove 11. Further, as shown in FIG. 5, the inner surfaces of the inner and outer water-stop rings 24, 24 are provided with a substantially trapezoidal uneven portion 29 on the entire surface, and the uneven portion 29 is adhered to the outer surface of the core member 22, Adhesive enters the recesses of the concavo-convex portions 29, and a stable adhesive strength is obtained. From the viewpoint of adhesiveness, the depth of the uneven portion 29 is 5 mm or less, preferably 3 mm or less.

また、圧縮される前の止水部23の最大厚さTは、挿入受け溝11の幅Wより大きく、挿入受け溝11に止水部23を挿入すると、内外面の止水リング24,24が厚さ方向に圧縮される。さらに、前記間隔T2は前記幅Wより小さい。   Further, the maximum thickness T of the water-stop portion 23 before being compressed is larger than the width W of the insertion receiving groove 11, and when the water stop portion 23 is inserted into the insertion receiving groove 11, the water-stop rings 24, 24 on the inner and outer surfaces. Is compressed in the thickness direction. Further, the interval T2 is smaller than the width W.

前記止水部材21の高さHは、マンホール1の必要屈曲角度により決められる。図11では、マンホール1の外径が3300mmで、必要屈曲角度が1.5度の場合であり、目地部5での目開き量Mは略30mmになる。挿入受け溝11の設計深さFは、止水リング24の高さH1に前記目開き量を加えた値の2分の1以上であれば、上下の挿入受け溝11,11から止水部材21が均等に抜け出す場合、目開きしても挿入受け溝11内に止水部23の全長が位置するので、目開きしない場合と同じ止水性を確保していることになる。尚、実際の設計に際しては、前記設計深さFに安全率を乗じて決めることが好ましい。また、前記深さFは止水性を確保するため前記幅Wの3倍以上としている。   The height H of the water stop member 21 is determined by the required bending angle of the manhole 1. In FIG. 11, the manhole 1 has an outer diameter of 3300 mm and a required bending angle of 1.5 degrees, and the opening amount M at the joint portion 5 is approximately 30 mm. If the design depth F of the insertion receiving groove 11 is equal to or more than half the value obtained by adding the opening amount to the height H1 of the water stopping ring 24, the water stopping member from the upper and lower insertion receiving grooves 11, 11 is used. When 21 is evenly pulled out, even if the openings are opened, the full length of the water-stopping portion 23 is located in the insertion receiving groove 11, so that the same water-stopping property as that when the openings are not opened is ensured. In actual design, it is preferable to determine the design depth F by multiplying it by a safety factor. Further, the depth F is set to be not less than three times the width W in order to ensure water stoppage.

前記芯材22は連続した筒状をなす。前記止水リング24は連続した筒状のものを芯材22に接着する。また、挿入受け溝11の深さFは、少なくとも止水部23の高さH1より大きい。さらに、止水部材21の止水部23のない中央部分の高さH2を、目地部5の目開き量M以上とする、尚、前記高さH2を目開き量Mの2倍以上とすれば、上下一方の止水部23が挿入受け溝11において動かない場合でも、上下他方の止水部23の全長が挿入受け溝11内に残るから、止水性を確保でき、好ましい。   The core 22 has a continuous cylindrical shape. The water stop ring 24 is bonded to the core member 22 in a continuous cylindrical shape. Further, the depth F of the insertion receiving groove 11 is at least larger than the height H1 of the water stop 23. Further, the height H2 of the center portion of the water stop member 21 without the water stop portion 23 is set to an opening amount M or more of the joint portion 5, and the height H2 is set to be twice or more the opening amount M. For example, even when one of the upper and lower water-stop portions 23 does not move in the insertion receiving groove 11, the entire length of the other upper and lower water-stop portions 23 remains in the insertion receiving groove 11.

次に、前記止水構造の施工方法について説明する。マンホール1を埋設する埋設孔内に、下の筒体2を据付けた後、その上端面4に位置する挿入受け溝11に止水部材21を挿入し、止水部材21の下端が挿入受け溝11の底板部13に当接するように配置する。尚、地上において挿入受け溝11に止水部材21を取り付けた後に、前記埋設孔内に下の筒体2を据付けてもよい。   Next, the construction method of the said water stop structure is demonstrated. After the lower cylinder 2 is installed in the embedding hole for embedding the manhole 1, the water stop member 21 is inserted into the insertion receiving groove 11 located on the upper end surface 4, and the lower end of the water stopping member 21 is the insertion receiving groove. 11 is arranged so as to abut on the bottom plate portion 13. In addition, after attaching the water stop member 21 to the insertion receiving groove 11 on the ground, the lower cylindrical body 2 may be installed in the buried hole.

上記のように、下の筒体2の据付と止水部材21の取付が終わった後、上の筒体2を吊おろし、止水部材21の上端に下端面3の挿入受け溝11を位置合わせして、下の筒体2に上の筒体2を重ね合せ、同時に下端面3の挿入受け溝11に止水部材21の上部を挿入する。この場合、止水部材21には芯材22が設けられているから、挿入受け溝11に挿入する際に、止水部材21が撓む等しないため、位置合わせ及び挿入をスムーズに行うことができる。また、下端面3の挿入受け溝11と止水部材21を位置合わせすることにより、下の筒体2の上端面4を上の筒体2の下端面3とを位置合わせすることができる。そして、目地部5の間隔は5mm程度であり、目地部5には充填材(図示せず)を充填する。   As described above, after the installation of the lower cylinder 2 and the installation of the water stop member 21 are finished, the upper cylinder 2 is suspended, and the insertion receiving groove 11 of the lower end surface 3 is positioned at the upper end of the water stop member 21. In addition, the upper cylinder 2 is overlapped with the lower cylinder 2, and at the same time, the upper portion of the water stop member 21 is inserted into the insertion receiving groove 11 on the lower end surface 3. In this case, since the core member 22 is provided in the water stop member 21, the water stop member 21 does not bend when inserted into the insertion receiving groove 11, so that alignment and insertion can be performed smoothly. it can. Further, by positioning the insertion receiving groove 11 on the lower end surface 3 and the water stop member 21, the upper end surface 4 of the lower cylinder 2 can be aligned with the lower end surface 3 of the upper cylinder 2. And the space | interval of the joint part 5 is about 5 mm, and the joint part 5 is filled with a filler (not shown).

このようにして複数の筒体2,2・・・を重ね合わせてマンホール1を構築し、地中に埋め戻す。そして、マンホール1に地震力が作用し、マンホール1が傾いた場合、目地部5が開くことで地震時の力を吸収し、筒体2にひび割れが生じることがない。   In this way, a plurality of cylindrical bodies 2, 2... Are overlapped to construct the manhole 1 and backfilled in the ground. When the seismic force acts on the manhole 1 and the manhole 1 is inclined, the joint 5 is opened to absorb the force at the time of the earthquake, and the cylinder 2 is not cracked.

また、上下の筒体2,2を平面においてずらそうとする力が加わっても、芯材22がせん断力に対抗することにより、ずれの発生を防止することができる。   Further, even if a force for shifting the upper and lower cylinders 2 and 2 in the plane is applied, the occurrence of the shift can be prevented by the core member 22 resisting the shearing force.

このように本実施例では、請求項2に対応して、上の筒体2の下端面3と下の筒体2の上端面4とを重ね合わせ、下端面3と上端面4に上下の挿入受け溝11,11を設け、それら上下の挿入受け溝11,11に筒状の止水部材21を挿入したマンホール1の止水構造において、止水部材21は、硬質材料からなる筒状の芯材22と、この芯材22の内外面に設けられ挿入受け溝11に当接する内外の止水リング24,24とを備えるから、芯材22により内外の止水リング24,24を挿入受け溝11にスムーズに挿入することができ、内外の止水リング24,24により確実な止水性が得られる。また、芯材22が上下の筒体2,2におけるせん断抵抗の役目を果たすことができる。さらに、外部に設けたものと違って挿入受け溝11内に止水部材21を収納するから、止水部材21の耐久性が向上する。   Thus, in this embodiment, corresponding to claim 2, the lower end surface 3 of the upper cylindrical body 2 and the upper end surface 4 of the lower cylindrical body 2 are overlapped, and the lower end surface 3 and the upper end surface 4 are In the water stop structure of the manhole 1 in which the insertion receiving grooves 11 and 11 are provided and the cylindrical water stopping members 21 are inserted into the upper and lower insertion receiving grooves 11 and 11, the water stopping member 21 is a cylindrical member made of a hard material. Since the core member 22 and the inner and outer water-stop rings 24 and 24 provided on the inner and outer surfaces of the core member 22 are in contact with the insertion receiving groove 11, the inner and outer water-stop rings 24 and 24 are inserted and received by the core member 22. It can be smoothly inserted into the groove 11, and a certain water-stopping property can be obtained by the inner and outer water-stop rings 24, 24. Further, the core material 22 can serve as a shear resistance in the upper and lower cylinders 2 and 2. Further, since the water stop member 21 is housed in the insertion receiving groove 11 unlike the one provided outside, the durability of the water stop member 21 is improved.

このように本実施例では、請求項5に対応して、複数の筒体2,2・・・を上下方向に重ね合わせると共に、上下の筒体2,2・・・に止水構造を設けたから、マンホール1の目地部は止水構造により止水性に優れたものとなる。   Thus, in this embodiment, in correspondence with claim 5, a plurality of cylinders 2, 2... Are stacked in the vertical direction, and a water stop structure is provided on the upper and lower cylinders 2, 2. Therefore, the joint part of the manhole 1 is excellent in water-stopping due to the water-stopping structure.

また、このように本実施例では、請求項8に対応して、上の筒体2の下端面3と下の筒体2の上端面4とを重ね合わせ、下端面3と上端面4に上下の挿入受け溝11,11を設け、それら上下の挿入受け溝11,11に筒状の止水部材21を挿入し、止水部材21は、硬質材料からなる筒状の芯材22と、この芯材22の内外面に設けられ挿入受け溝11に当接する内外の止水リング24,24とを備えるマンホール1の止水構造の施工方法であって、下の筒体2を設置し、下の筒体2の挿入受け溝11に止水部材21の下部を挿入した後、止水部材21の上部に上の筒体2の挿入受け溝11を合わせ、下の筒体2に上の筒体2を重ねるから、確実な止水性を備えた止水構造を得ることができる。   In this way, in this embodiment, corresponding to claim 8, the lower end surface 3 of the upper cylinder 2 and the upper end surface 4 of the lower cylinder 2 are overlapped to form the lower end surface 3 and the upper end surface 4. The upper and lower insertion receiving grooves 11, 11 are provided, and the cylindrical water-stopping member 21 is inserted into the upper and lower insertion-receiving grooves 11, 11, and the water-stopping member 21 includes a cylindrical core member 22 made of a hard material, It is a construction method of a water stop structure of a manhole 1 provided with inner and outer water stop rings 24, 24 provided on the inner and outer surfaces of the core member 22 and in contact with the insertion receiving groove 11. The lower cylinder 2 is installed, After inserting the lower part of the water stopping member 21 into the insertion receiving groove 11 of the lower cylinder 2, the insertion receiving groove 11 of the upper cylinder 2 is aligned with the upper part of the water stopping member 21, and Since the cylinders 2 are stacked, a water stop structure with a certain water stop can be obtained.

また、実施例上の効果として、挿入受け溝11を鋼製又は合成樹脂製の埋設枠12により形成しているから、止水部材21との密着性がよく、止水性が向上する。さらに、前記傾斜舌片26,27は先端側に斜めの傾斜面部26A,27Aを有し、基端側に横方向の基端面26B,27Bを有するから、挿入受け溝11に止水部23を挿入し易く、挿入受け溝11に止水部23を挿入すると、内外面の止水リング24,24が厚さ方向に圧縮されるから、止水性に優れたものとなる。   Further, as an effect of the embodiment, since the insertion receiving groove 11 is formed by the embedded frame 12 made of steel or synthetic resin, the adhesiveness with the water stop member 21 is good and the water stop is improved. Further, since the inclined tongue pieces 26 and 27 have inclined inclined surface portions 26A and 27A on the distal end side and lateral proximal end surfaces 26B and 27B on the proximal end side, a water stop portion 23 is provided in the insertion receiving groove 11. When the water stop portion 23 is inserted into the insertion receiving groove 11, the water stop rings 24, 24 on the inner and outer surfaces are compressed in the thickness direction, so that the water stop is excellent.

図12は本発明の実施例2を示し、上記実施例1と同一部分に同一符号を付し、その説明を省略して詳述すると、この例では、内外の止水リング24,24が一体ものの例を示す。前記内外の止水リング24,24の端部を連結端部31により連結し、内外の止水リング24,24の間には、前記芯材22を挿入する溝部32が形成されている。尚、連結端部31は止水リング24と同一材質からなる。また、この例では、止水部材21の高さHは、両端の連結端部31,31の端面における間隔である。   FIG. 12 shows a second embodiment of the present invention. The same reference numerals are given to the same portions as those of the first embodiment, and the description thereof will be omitted. In this example, the inner and outer water stop rings 24, 24 are integrated. Examples of things are shown. The end portions of the inner and outer water stop rings 24, 24 are connected by a connecting end portion 31, and a groove portion 32 for inserting the core material 22 is formed between the inner and outer water stop rings 24, 24. The connecting end 31 is made of the same material as the water stop ring 24. In this example, the height H of the water stop member 21 is the distance between the end faces of the connecting end portions 31 and 31 at both ends.

取付においては、前記溝部32に芯材22の端部を挿入し、芯材22と端部と溝部32を接着する。これにより芯材22の端縁22Fが連結端部31により覆われる。そして、芯材22に内外で別体の止水リング24,24を接着する場合、芯材22の外面には、止水リング24の弾性を利用して容易に取り付けることができ、即ち、外の止水リング24の内面に芯材22の外面を嵌め入れるようにして配置できるから、接着なども容易にできる。一方、内の止水リング24はそのままでは芯材22の内面に沿わないため、接着作業が煩雑となる。   In mounting, the end portion of the core member 22 is inserted into the groove portion 32, and the core member 22, the end portion, and the groove portion 32 are bonded. As a result, the end edge 22F of the core member 22 is covered with the connecting end portion 31. When the separate water-stop rings 24, 24 are bonded to the core 22 inside and outside, it can be easily attached to the outer surface of the core 22 using the elasticity of the water-stop ring 24. Since the outer surface of the core material 22 can be fitted into the inner surface of the water stop ring 24, adhesion and the like can be facilitated. On the other hand, since the inner water stop ring 24 does not follow the inner surface of the core material 22 as it is, the bonding work becomes complicated.

これに対して、本実施例では、内外の止水リング24,24の端部を連結して袋状にしたため、溝部32に芯材22を挿入することにより、接着作業も容易に行うことができる。また、内外の止水リング24,24の端部を連結端部31により連結したから、挿入受け溝11に止水部23を挿入する際、止水リング24,24が剥がれない。   On the other hand, in the present embodiment, the end portions of the inner and outer water-stop rings 24, 24 are connected to form a bag shape, so that the bonding work can be easily performed by inserting the core member 22 into the groove portion 32. it can. Further, since the end portions of the inner and outer water stop rings 24, 24 are connected by the connecting end portion 31, when the water stop portion 23 is inserted into the insertion receiving groove 11, the water stop rings 24, 24 are not peeled off.

このように本実施例でも上記実施例と同様な作用・効果を奏する。   As described above, this embodiment also has the same operations and effects as the above embodiment.

また、このように本実施例では、請求項3に対応して、内外の止水リング24,24の端部を連結して芯材22の端部を覆ったから、内外の止水リング24,24の端部を連結して袋状にしたため、芯材22への止水リング24の接着が容易となり、また、端部側から止水リング24が剥がれることを防止できるから、挿入受け溝11内に挿入する際に剥がれることがない。   In this way, in this embodiment, in correspondence with claim 3, the ends of the inner and outer water-stop rings 24, 24 are connected to cover the end of the core member 22, so that the inner and outer water-stop rings 24, Since the end portions of 24 are connected to form a bag shape, the water stop ring 24 can be easily bonded to the core member 22 and the water stop ring 24 can be prevented from peeling off from the end side. It won't peel off when inserted inside.

図13は本発明の実施例3を示し、上記各実施例と同一部分に同一符号を付し、その説明を省略して詳述すると、この例では、実施例2の内外の止水リング24,24を用い、さらに、芯材22の端縁22Fに該芯材22の厚さより幅広な幅広部33を設け、この幅広部33は平板状のリングからなる。また、前記溝部32の内端に前記幅広部33を挿入する幅広受け部32Aを設けている。尚、この例では、先端側に傾斜舌片27,27,27が並んで設けられている。   FIG. 13 shows a third embodiment of the present invention. The same reference numerals are given to the same portions as those of the above-described embodiments, and the description thereof will be omitted. In this example, the inner and outer water-stop rings 24 of the second embodiment are shown. , 24, and a wide portion 33 wider than the thickness of the core member 22 is provided on the edge 22F of the core member 22, and the wide portion 33 is formed of a flat ring. Further, a wide receiving portion 32A for inserting the wide portion 33 is provided at the inner end of the groove portion 32. In this example, inclined tongue pieces 27, 27, 27 are provided side by side on the tip side.

従って、止水部材21を挿入受け溝11に挿入し、連結端部31を底板部13に当接すると、幅広部33が広い面で連結端部31を押すため、連結端部31を広く圧縮することができ、底板部13と連結端部31との間における止水性を高めることができる。   Therefore, when the water stop member 21 is inserted into the insertion receiving groove 11 and the connecting end 31 is brought into contact with the bottom plate part 13, the wide end 33 pushes the connecting end 31 on a wide surface, so that the connecting end 31 is compressed widely. It is possible to increase the water stoppage between the bottom plate portion 13 and the connecting end portion 31.

このように本実施例でも上記各実施例と同様な作用・効果を奏する。   As described above, this embodiment also has the same operations and effects as the above embodiments.

図14〜図15は本発明の実施例4を示し、上記各実施例と同一部分に同一符号を付し、その説明を省略して詳述すると、この例では、上の筒体2の挿入受け溝11と上の筒体2の内面とを連通する止水剤注入孔41を穿設している。この止水剤注入孔41は、筒体2の内面に開口する一端部41Aが挿入受け溝11に開口する他端部41Bより高く、斜めで直線状に形成されている。また、他端部41Bは止水部23のない止水部材21の中央部分に対応して設けられている。   14 to 15 show a fourth embodiment of the present invention. The same reference numerals are given to the same parts as those of the above-described embodiments, and the description thereof will be omitted. In this example, the upper cylinder 2 is inserted. A water-stopping agent injection hole 41 is formed to communicate the receiving groove 11 and the inner surface of the upper cylindrical body 2. The water-stopping agent injection hole 41 has a first end 41 </ b> A opened on the inner surface of the cylinder 2 higher than the other end 41 </ b> B opened in the insertion receiving groove 11, and is formed obliquely and linearly. The other end 41B is provided corresponding to the central portion of the water stop member 21 without the water stop 23.

さらに、目地部5の下端面3と上端面4の一方にはリング状の目地用止水部42,42を設け、この目地用止水部42は平板状でリング状のゴムなどからなり、挿入受け溝11の内外にそれぞれ設けられている。そして、この例では、上端面4に装着溝部43を形成し、この装着溝部43に目地用止水部42を下部を嵌め入れ、必要に応じて接着などにより固定している。   Further, one of the lower end surface 3 and the upper end surface 4 of the joint portion 5 is provided with a ring-shaped joint water-stopping portion 42, 42, and the joint-use water-stopping portion 42 is formed of a flat plate-like ring-shaped rubber, It is provided inside and outside the insertion receiving groove 11, respectively. In this example, a mounting groove portion 43 is formed in the upper end surface 4, and a joint water-stopping portion 42 is fitted into the mounting groove portion 43 and is fixed by bonding or the like as necessary.

そして、上下の筒体2,2を重ね合わせると、目地用止水部42が厚さ方向において圧縮され、止水性が確保される。この状態で、止水剤(図示せず)を止水剤注入孔41から挿入受け溝11,11に充填する。この場合、目地用止水部42,42により、筒体2の内外面に前記止水剤が漏れることがない。尚、止水剤は挿入受け溝11に対する止水部材21の移動を許容するものである。   When the upper and lower cylinders 2 and 2 are overlapped, the joint water-stopping portion 42 is compressed in the thickness direction to ensure water-stopping. In this state, a water-stopping agent (not shown) is filled from the water-stopping agent injection hole 41 into the insertion receiving grooves 11 and 11. In this case, the water-stopping agent does not leak to the inner and outer surfaces of the cylindrical body 2 by the joint water-stopping portions 42 and 42. The water-stopping agent allows the water-stopping member 21 to move relative to the insertion receiving groove 11.

このように本実施例でも上記各実施例と同様な作用・効果を奏する。   As described above, this embodiment also has the same operations and effects as the above embodiments.

また、このように本実施例では、請求項4に対応して、挿入受け溝11と筒体2の内周とを連通する止水剤注入孔41を設けたから、止水部材21を挿入した挿入受け溝11に、止水剤注入孔41から止水剤を注入することにより、目地部5の止水性を向上することができる。   Further, in this embodiment, in accordance with the fourth aspect of the present invention, since the water-stopping agent injection hole 41 communicating the insertion receiving groove 11 and the inner periphery of the cylindrical body 2 is provided, the water-stopping member 21 is inserted. By injecting a water-stopping agent into the insertion receiving groove 11 from the water-stopping agent injection hole 41, the water-stopping property of the joint portion 5 can be improved.

また、実施例上の効果として、筒体2の内面に開口する一端部41Aが挿入受け溝11に開口する他端部41Bより高く、斜めで直線状に形成されているから、止水剤を自然流下で効率よく充填することができる。また、前記一端部41Aの高さ位置は、挿入受け溝11の上端と同一か高く形成されるから、止水剤を確実に充填することができる。さらに、止水剤注入孔41の一端部41Aは筒体2の内面に開口するから、止水剤の補充を簡便に行うことができる。   Further, as an effect of the embodiment, the one end 41A that opens to the inner surface of the cylinder 2 is higher than the other end 41B that opens to the insertion receiving groove 11 and is formed in an oblique and linear shape. It can be efficiently filled under natural flow. Further, since the height position of the one end portion 41A is formed to be the same as or higher than the upper end of the insertion receiving groove 11, it is possible to reliably fill the water stop agent. Furthermore, since the one end portion 41A of the water-stopping agent injection hole 41 opens on the inner surface of the cylindrical body 2, the water-stopping agent can be easily replenished.

図16は本発明の実施例5を示し、上記各実施例と同一部分に同一符号を付し、その説明を省略して詳述すると、この例では、上の筒体2の下端面3と下の筒体2の上端面4の一方に止水部材21を固定して設けており、同図では、下の筒体2の上端面4に止水部材21の芯材22の下部側を埋設固定している。尚、芯材22の下部には止水部23を設けていない。   FIG. 16 shows a fifth embodiment of the present invention. The same reference numerals are assigned to the same parts as those of the above-described embodiments, and the description thereof is omitted. In this example, the lower end surface 3 of the upper cylinder 2 is A water stop member 21 is fixedly provided on one of the upper end surfaces 4 of the lower cylinder 2, and the lower side of the core 22 of the water stop member 21 is attached to the upper end surface 4 of the lower cylinder 2 in FIG. It is buried and fixed. In addition, the water stop part 23 is not provided in the lower part of the core material 22. FIG.

また、止水部材21の上部には止水部23を設けており、この止水部23は上記各実施例のタイプを用いることができる。   Moreover, the water stop part 23 is provided in the upper part of the water stop member 21, and the type of each said Example can be used for this water stop part 23. FIG.

このように本実施例でも上記各実施例と同様な作用・効果を奏する。   As described above, this embodiment also has the same operations and effects as the above embodiments.

また、このように本実施例では、請求項1に対応して、上の筒体2の下端面3と下の筒体2の上端面4とを重ね合わせ、下端面3と上端面4の一方に挿入受け溝11を設け、下端面3と上端面4の他方に取り付けた筒状の止水部材21を、挿入受け溝11に挿入したマンホール1の止水構造において、止水部材21は、硬質材料からなる筒状の芯材22と、この芯材22の内外面に設けられ挿入受け溝11に当接する内外の止水リング24,24とを備えるから、芯材22により内外の止水リング24を挿入受け溝11にスムーズに挿入することができ、内外の止水リング24,24により確実な止水性が得られる。また、芯材22が上下の筒体2におけるせん断抵抗の役目を果たすことができる。さらに、外部に設けたものと違って挿入受け溝11内に止水部材21を収納するから、止水部材21の耐久性が向上する。   Thus, in this embodiment, corresponding to claim 1, the lower end surface 3 of the upper cylindrical body 2 and the upper end surface 4 of the lower cylindrical body 2 are overlapped, and the lower end surface 3 and the upper end surface 4 are overlapped. In the water stop structure of the manhole 1 in which an insertion receiving groove 11 is provided on one side and a cylindrical water stopping member 21 attached to the other of the lower end surface 3 and the upper end surface 4 is inserted into the insertion receiving groove 11, The cylindrical core member 22 made of a hard material and the inner and outer water stop rings 24 and 24 provided on the inner and outer surfaces of the core member 22 and abutting against the insertion receiving groove 11 are provided. The water ring 24 can be smoothly inserted into the insertion receiving groove 11, and reliable water stoppage can be obtained by the inner and outer water stop rings 24, 24. Further, the core member 22 can serve as a shear resistance in the upper and lower cylinders 2. Further, since the water stop member 21 is housed in the insertion receiving groove 11 unlike the one provided outside, the durability of the water stop member 21 is improved.

また、このように本実施例では、請求項7に対応して、上の筒体2の下端面3と下の筒体2の上端面4とを重ね合わせ、下端面3と上端面4の一方に挿入受け溝11を設け、この例では下端面3に挿入受け溝11を設け、下端面3と上端面4の他方に取り付けた筒状の止水部材21を、挿入受け溝11に挿入し、止水部材21は、硬質材料からなる筒状の芯材22と、この芯材22の内外面に設けられ挿入受け溝11に当接する内外の止水リング24,24とを備えるマンホール1の止水構造の施工方法であって、下の筒体2を設置し、止水部材21の先端に挿入受け溝11を合わせ、下の筒体2に上の筒体2を重ねるから、確実な止水性を備えた止水構造を得ることができる。   In this way, in this embodiment, corresponding to claim 7, the lower end surface 3 of the upper cylindrical body 2 and the upper end surface 4 of the lower cylindrical body 2 are overlapped, and the lower end surface 3 and the upper end surface 4 are An insertion receiving groove 11 is provided on one side. In this example, an insertion receiving groove 11 is provided on the lower end surface 3, and a cylindrical water-stop member 21 attached to the other of the lower end surface 3 and the upper end surface 4 is inserted into the insertion receiving groove 11. The water stop member 21 includes a cylindrical core member 22 made of a hard material, and inner and outer water stop rings 24 and 24 provided on the inner and outer surfaces of the core member 22 and in contact with the insertion receiving groove 11. Since the lower cylinder 2 is installed, the insertion receiving groove 11 is aligned with the tip of the water stop member 21, and the upper cylinder 2 is stacked on the lower cylinder 2, It is possible to obtain a water-stopping structure having a sufficient water-stopping property.

また、実施例上の効果として、上の筒体2の下端面3に挿入受け溝11を設け、下の筒体2の上端面4に止水部材21の下部を固定したから、上の筒体2の吊下ろし作業を容易に行うことができる。   Further, as an effect of the embodiment, since the insertion receiving groove 11 is provided in the lower end surface 3 of the upper cylinder 2 and the lower part of the water stop member 21 is fixed to the upper end surface 4 of the lower cylinder 2, the upper cylinder The work of hanging the body 2 can be easily performed.

図17は本発明の実施例6を示し、上記各実施例と同一部分に同一符号を付し、その説明を省略して詳述すると、この例では、筒体2を周方向に二分割した分割筒体51,51を用い、これら分割筒体51,51の周方向端面52,52を接続して筒体2を構成している。   FIG. 17 shows Embodiment 6 of the present invention. The same reference numerals are assigned to the same parts as those in the above-described embodiments, and the description thereof is omitted. In this example, the cylindrical body 2 is divided into two in the circumferential direction. The divided cylinders 51 and 51 are used, and the circumferential end surfaces 52 and 52 of the divided cylinders 51 and 51 are connected to constitute the cylinder 2.

前記周方向端面52,52同士の接続構造としては、接着剤,機械接続,接着剤と機械接続を組み合わせたものが例示される。前記機械接続構造53にはボルト接続やコッター継手金具などが用いられる。尚、周方向端面52,52を剛接続する場合は、筒体2のコンクリート強度よりも強い又は同等の接続強度を持つ手段で剛接続すればよい。   Examples of the connection structure between the circumferential end faces 52 and 52 include an adhesive, a mechanical connection, and a combination of an adhesive and a mechanical connection. For the mechanical connection structure 53, a bolt connection, a cotter fitting, or the like is used. When the circumferential end faces 52, 52 are rigidly connected, they may be rigidly connected by means having a connection strength stronger than or equivalent to the concrete strength of the cylindrical body 2.

また、周方向端面52,52の位置は上下の筒体2,2において平面位置をずらしており、この例では180度ずらした位置に配置している。したがって、上下の筒体2,2の周方向端面52,52が上下方向に連続することがない。そして、周方向端面52,52の位置は縦目地箇所となるが、構造的に弱点になりうる縦目地箇所を上下で連続させないことで構造物の強度の安定化を図ることができる。   Further, the positions of the circumferential end faces 52, 52 are shifted in the plane position in the upper and lower cylinders 2, 2, and in this example, they are arranged at positions shifted by 180 degrees. Therefore, the circumferential end surfaces 52 and 52 of the upper and lower cylinders 2 and 2 do not continue in the vertical direction. The positions of the circumferential end faces 52, 52 are vertical joint locations, but the vertical joint locations that can be structurally weak points are not continued vertically, so that the strength of the structure can be stabilized.

このように本実施例でも上記各実施例と同様な作用・効果を奏する。   As described above, this embodiment also has the same operations and effects as the above embodiments.

また、この例では、請求項6に対応して、筒体2が周方向に分割された複数の分割筒体51,51からなり、複数の分割筒体51,51を周方向に接続したから、止水性に優れた大径のマンホール1が得られる。   Also, in this example, corresponding to claim 6, the cylinder 2 is composed of a plurality of divided cylinders 51, 51 divided in the circumferential direction, and the plurality of divided cylinders 51, 51 are connected in the circumferential direction. A large-diameter manhole 1 excellent in water-stopping property is obtained.

尚、本発明は以上の実施例に限定されるものではなく、発明の要旨の範囲内で種々の変形実施が可能である。例えば、実施例では、筒体が平面円形のマンホールを例に説明したが、筒体は平面角形でもよい。また、実施例5において、上の筒体の下端面に止水部材の芯材の上部側を埋設固定してもよい。さらに、止水部材の高さは、挿入受け溝の深さの2倍以下であればよく、少なくとも止水部の高さが挿入受け溝の深さより大きいことが好ましい。また、実施例では、筒体を二分割した例を示したが、三分割以上としてもよい。   In addition, this invention is not limited to the above Example, A various deformation | transformation implementation is possible within the range of the summary of invention. For example, in the embodiment, the case where the cylindrical body is a planar circular manhole has been described as an example, but the cylindrical body may be a planar square. Moreover, in Example 5, you may embed and fix the upper side of the core material of a water stop member to the lower end surface of the upper cylinder. Furthermore, the height of the water stop member may be not more than twice the depth of the insertion receiving groove, and at least the height of the water stop portion is preferably larger than the depth of the insertion receiving groove. Moreover, in the Example, although the example which divided the cylinder into two was shown, it is good also as three or more divisions.

1 マンホール
2 筒体
3 下端面
5 目地部(重ね合せ箇所)
11 挿入受け溝
12 埋設枠
21 止水部材
22 芯材
23 止水部
24 止水リング
26 傾斜舌片
41 止水剤注入孔
51 分割筒体
1 Manhole 2 Cylindrical body 3 Lower end surface 5 Joint part (overlapping part)
11 Insertion receiving groove
12 Buried frame
21 Water stop member
22 Core
23 Water stop
24 Water stop ring
26 Inclined tongue
41 Water stop agent injection hole
51 split cylinder

Claims (8)

上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面の一方に挿入受け溝を設け、前記下端面と前記上端面の他方に取り付けた筒状の止水部材を、前記挿入受け溝に挿入したマンホールの止水構造において、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えることを特徴とするマンホールの止水構造。 A cylindrical shape in which the lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, an insertion receiving groove is provided on one of the lower end surface and the upper end surface, and the lower end surface is attached to the other of the upper end surface In the water stop structure of a manhole in which the water stop member is inserted into the insertion receiving groove, the water stop member is provided on a cylindrical core member made of a hard material and the inner and outer surfaces of the core member. A water stop structure for manholes, comprising an inner and outer water stop ring that abuts against the manhole. 上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面に上下の挿入受け溝を設け、それら上下の挿入受け溝に筒状の止水部材を挿入したマンホールの止水構造において、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えることを特徴とするマンホールの止水構造。 The lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, and upper and lower insertion receiving grooves are provided on the lower end surface and the upper end surface, and a cylindrical water stop member is provided in the upper and lower insertion receiving grooves. In the water stop structure of the inserted manhole, the water stop member includes a cylindrical core member made of a hard material and inner and outer water stop rings provided on the inner and outer surfaces of the core member and in contact with the insertion receiving groove. A water stop structure for manholes. 前記内外の止水リングの端部を連結して前記芯材の端部を覆ったことを特徴とする請求項1又は2記載のマンホールの止水構造。 3. The water stop structure for manholes according to claim 1 or 2, wherein the ends of the inner and outer water stop rings are connected to cover the ends of the core material. 前記挿入受け溝と前記筒体の内周とを連通する止水剤注入孔を設けたことを特徴とする請求項1〜3のいずれか1項に記載のマンホールの止水構造。 The water stop structure for a manhole according to any one of claims 1 to 3, further comprising a water stop agent injection hole that communicates the insertion receiving groove and the inner periphery of the cylindrical body. 請求項1〜4のいずれか1項に記載のマンホールの止水構造を備え、複数の前記筒体を上下方向に重ね合わせると共に、前記上下の筒体に前記止水構造を設けたことを特徴とするマンホール。 5. The manhole water stop structure according to claim 1, wherein a plurality of the cylinders are stacked in the vertical direction, and the water stop structure is provided in the upper and lower cylinders. A manhole. 前記筒体が周方向に分割された複数の分割筒体からなり、前記複数の分割筒体を周方向に接続したことを特徴とする請求項5記載のマンホール。 6. The manhole according to claim 5, wherein the cylindrical body includes a plurality of divided cylindrical bodies divided in the circumferential direction, and the plurality of divided cylindrical bodies are connected in the circumferential direction. 上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と前記上端面の一方に挿入受け溝を設け、前記下端面と前記上端面の他方に取り付けた筒状の止水部材を、前記挿入受け溝に挿入し、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えるマンホールの止水構造の施工方法であって、
前記下の筒体を設置し、前記止水部材の先端に前記挿入受け溝を合わせ、前記下の筒体に前記上の筒体を重ねることを特徴とするマンホールの止水構造の施工方法。
A cylindrical shape in which the lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, an insertion receiving groove is provided on one of the lower end surface and the upper end surface, and the lower end surface is attached to the other of the upper end surface The water stop member is inserted into the insertion receiving groove, and the water stop member is provided with a cylindrical core member made of a hard material and inner and outer stop members that are provided on the inner and outer surfaces of the core member and abut against the insertion receiving groove. A construction method of a water stop structure of a manhole equipped with a water ring,
A construction method for a water stop structure of a manhole, wherein the lower cylinder is installed, the insertion receiving groove is aligned with a tip of the water stop member, and the upper cylinder is overlaid on the lower cylinder.
上の筒体の下端面と下の筒体の上端面とを重ね合わせ、前記下端面と上端面に上下の挿入受け溝を設け、それら上下の挿入受け溝に筒状の止水部材を挿入し、前記止水部材は、硬質材料からなる筒状の芯材と、この芯材の内外面に設けられ前記挿入受け溝に当接する内外の止水リングとを備えるマンホールの止水構造の施工方法であって、
前記下の筒体を設置し、前記下の筒体の挿入受け溝に前記止水部材の下部を挿入した後、前記止水部材の上部に上の筒体の挿入受け溝を合わせ、前記下の筒体に前記上の筒体を重ねることを特徴とするマンホールの止水構造の施工方法。
The lower end surface of the upper cylinder and the upper end surface of the lower cylinder are overlapped, and upper and lower insertion receiving grooves are provided on the lower end surface and the upper end surface, and a cylindrical water stop member is inserted into the upper and lower insertion receiving grooves. The water stop member is a manhole water stop structure including a cylindrical core member made of a hard material and inner and outer water stop rings provided on the inner and outer surfaces of the core member and in contact with the insertion receiving groove. A method,
After installing the lower cylinder and inserting the lower part of the water stop member into the insertion receiving groove of the lower cylinder, align the insertion receiving groove of the upper cylinder with the upper part of the water stop member, and A construction method for a water stop structure of a manhole, wherein the upper cylinder is overlaid on the cylinder.
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JPS5110851U (en) * 1974-07-10 1976-01-27
JPH027999Y2 (en) * 1984-07-19 1990-02-26
JPH0538039U (en) * 1991-04-11 1993-05-21 青葉コンクリート工業株式会社 Prefabricated manhole
US6186691B1 (en) * 1998-10-15 2001-02-13 Klaus Rudolf-Bauer Linear joining and sealing device
JP2002081087A (en) * 2000-09-11 2002-03-22 Miyama Ind Corp Split manhole skeleton
JP2007056462A (en) * 2005-08-22 2007-03-08 Hayakawa Rubber Co Ltd Water-sealing joint structure, water sealing structure and its manufacturing method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5110851U (en) * 1974-07-10 1976-01-27
JPH027999Y2 (en) * 1984-07-19 1990-02-26
JPH0538039U (en) * 1991-04-11 1993-05-21 青葉コンクリート工業株式会社 Prefabricated manhole
US6186691B1 (en) * 1998-10-15 2001-02-13 Klaus Rudolf-Bauer Linear joining and sealing device
JP2002081087A (en) * 2000-09-11 2002-03-22 Miyama Ind Corp Split manhole skeleton
JP2007056462A (en) * 2005-08-22 2007-03-08 Hayakawa Rubber Co Ltd Water-sealing joint structure, water sealing structure and its manufacturing method

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