JP6648387B2 - manhole - Google Patents

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JP6648387B2
JP6648387B2 JP2016069400A JP2016069400A JP6648387B2 JP 6648387 B2 JP6648387 B2 JP 6648387B2 JP 2016069400 A JP2016069400 A JP 2016069400A JP 2016069400 A JP2016069400 A JP 2016069400A JP 6648387 B2 JP6648387 B2 JP 6648387B2
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landing
spiral
outer cylinder
manhole
ladder device
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JP2017179920A (en
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彰 信長
彰 信長
孝太郎 石田
孝太郎 石田
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Haneda Zenith Co Ltd
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Haneda Zenith Co Ltd
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Description

本発明は、螺旋案内路付きのマンホールに関する。   The present invention relates to a manhole with a spiral guideway.

汚水の下水道の普及は、市街化区域を中心として進んできたが、近年、さらなる普及のため、急峻な地形や高台等の市街化調整区域の住宅まで進んでおり、近年、下水道管の接合の段差が大きくなってきている。このように落差が大きくなった場合、マンホールに螺旋案内路を設けることにより、落差処理を行う方法が採用されている。   The spread of sewage sewage has progressed mainly in urbanized areas, but in recent years, for further spread, it has progressed to houses in urbanized control areas such as steep terrain and hills. The steps are getting bigger. When the head becomes large as described above, a method of performing a head processing by providing a spiral guide path in a manhole is adopted.

そして、螺旋案内路を備えた落差マンホールとして、外筒部と、この外筒部の内部に設けた螺旋部とを備えた螺旋流方式の垂直導水管において、螺旋部の中央に人孔用筒部を設け、この人孔用筒部に視認可能な窓部を設けた垂直導水管(例えば特許文献1)がある。   And, as a head manhole with a spiral guide path, in a spiral flow type vertical water pipe having an outer cylinder part and a spiral part provided inside the outer cylinder part, a manhole tube is provided at the center of the spiral part. There is a vertical water pipe (for example, Patent Literature 1) in which a portion is provided and a window portion that can be visually recognized is provided in the cylindrical portion for a human hole.

また、マンホールに接続される流入管が複数ある場合にも、縦管に流入する流体を円滑に螺旋案内路へと導くため、マンホールの上部管壁には複数の流入管が高低差を有するようにそれぞれ接続され、縦管本体の上部に各流入管に対応する流入口が設けられており、そして、各流入管の端部から流下する流体が縦管本体にスムーズに流入するように、マンホール内面と縦管本体の外面とを接続して流体を導く案内壁が、上部スラブに立設されて流入部が形成されている縦管の流入部構造(例えば特許文献2)が提案されている。   In addition, even when there are a plurality of inflow pipes connected to the manhole, in order to smoothly guide the fluid flowing into the vertical pipe to the spiral guide path, the plurality of inflow pipes may have a height difference on the upper pipe wall of the manhole. Are provided at the upper part of the vertical pipe body, corresponding to the respective inflow pipes, and the manhole is formed so that the fluid flowing down from the end of each inflow pipe flows into the vertical pipe body smoothly. There is proposed a vertical pipe inflow portion structure (for example, Patent Document 2) in which a guide wall that connects an inner surface and an outer surface of a vertical pipe main body and guides a fluid is erected on an upper slab to form an inflow portion. .

上記垂直導水管では、従来のものと異なり、人孔用筒部に入った作業者が、窓部を通して垂直導水管内の水流を観察することができるという優れた効果が得られるが、螺旋案内路の清掃や補修作業を十分に行うことはできなかった。   In the above-mentioned vertical water pipe, unlike the conventional one, an excellent effect is obtained in that the worker entering the man-made hole can observe the water flow in the vertical water pipe through the window. Cleaning and repair work could not be performed sufficiently.

また、上記縦管の流入部構造では、マンホールに接続される流入管が複数ある場合にも、縦管に流入する流体を円滑に螺旋案内路へと導くことができるが、マンホールの中央に螺旋案内路を有する縦管を配置しているため、縦管の内部の清掃及び補修をすることができなかった。   Further, in the above-described structure of the inflow portion of the vertical pipe, even when there are a plurality of inflow pipes connected to the manhole, the fluid flowing into the vertical pipe can be smoothly guided to the spiral guide path. Since the vertical pipe having the guideway was arranged, the inside of the vertical pipe could not be cleaned and repaired.

特開2015−166522号公報JP 2015-166522 A 特開2008−190250号公報JP 2008-190250 A

解決しようとする課題は、螺旋部を備えたマンホールにおいて清掃や補修作業を行うことができるマンホールを提供することを目的とする。   It is an object of the present invention to provide a manhole that can perform cleaning and repair work on a manhole having a spiral portion.

請求項1の発明は、外筒部と、この外筒部の内部に設けた螺旋部とを備えた螺旋流方式のマンホールにおいて、螺旋部の中央に複数の柱部材を備えた梯子装置を設け、前記梯子装置に、閉状態で該梯子装置の内部空間を閉めて足場になると共に、開状態で前記内部空間を開いて上下に移動可能にする開閉式の踊り場を設けたことを特徴とする。 According to a first aspect of the present invention, in a manhole of a spiral flow type including an outer cylinder portion and a spiral portion provided inside the outer cylinder portion, a ladder device including a plurality of pillar members is provided at the center of the spiral portion. The ladder device is provided with an open / close landing that closes an internal space of the ladder device in a closed state to serve as a scaffold and opens the internal space in an open state to be movable up and down. .

請求項2の発明は、隣り合う前記柱部材間にステップを設け、前記ステップは中央側が外側に位置するように形成されていることを特徴とする。   The invention according to claim 2 is characterized in that a step is provided between the adjacent column members, and the step is formed such that the center side is located outside.

請求項3の発明は、前記梯子装置に昇降運搬手段を昇降可能に設けたことを特徴とする。   The invention according to claim 3 is characterized in that the ladder device is provided with a lifting and lowering transportation means so as to be able to move up and down.

請求項4の発明は、前記梯子装置に、前記昇降運搬手段を案内する運搬手段案内部を設けたことを特徴とする。   The invention according to a fourth aspect is characterized in that the ladder device is provided with a conveyance means guiding portion for guiding the lifting / lowering conveyance means.

請求項5の発明は、上部に複数の流入管を接続し、複数の流入管から流入した流入水を、前記螺旋部に送る合流案内部を備えることを特徴とする。   The invention according to claim 5 is characterized in that a plurality of inflow pipes are connected to an upper portion, and a merging guide section that sends inflow water flowing from the plurality of inflow pipes to the spiral portion is provided.

請求項6の発明は、上部に着水部を設け、前記着水部は、着水外筒部と、前記着水外筒部内に設けた着水内筒部とを備え、前記着水外筒部に前記複数の流入管を接続し、前記着水内筒部が長さ方向に分割されていることを特徴とする。   The invention according to claim 6, wherein a water landing section is provided at an upper portion, the water landing section includes a water landing outer cylinder section, and a water landing inner cylinder section provided inside the water landing outer cylinder section, The plurality of inflow pipes are connected to a tubular portion, and the landing inner tubular portion is divided in a length direction.

請求項7の発明は前記螺旋部と前記梯子装置とを仕切る仕切り部を備えることを特徴とする。   The invention according to claim 7 is characterized in that it is provided with a partition part that partitions the spiral part and the ladder device.

請求項1の構成によれば、梯子装置を用いてマンホール内を昇降し、その際、踊り場を開いて上下に移動することができ、一方、踊り場を閉めて足場として使用し、清掃や補修作業を行うことができる。   According to the configuration of claim 1, the ladder device can be used to move up and down the manhole, and at that time, the landing can be opened and moved up and down, while the landing is closed and used as a scaffold for cleaning and repair work. It can be performed.

請求項2の構成によれば、ステップを用いて昇降することができ、そのステップは中央側が外側に位置するように形成されているため、梯子装置における内部空間を広く確保することができる。   According to the configuration of the second aspect, it is possible to ascend and descend using the steps, and since the steps are formed so that the center side is located outside, it is possible to secure a wide internal space in the ladder device.

請求項3の構成によれば、踊り場を開いた状態で、吊りバケットの内部に清掃したごみや補修部品などを入れて昇降することができる。   According to the configuration of the third aspect, it is possible to put cleaned garbage, repair parts, and the like inside the hanging bucket and raise and lower the landing bucket in a state where the landing is opened.

請求項4の構成によれば、吊りバケットを安定して昇降することができる。   According to the configuration of claim 4, the hanging bucket can be stably moved up and down.

請求項5の構成によれば、会合用のマンホールを別途に設けることなく、複数の流入管を接続することができ、複数の流入管から流入した流入水を螺旋部に送ることができる。   According to the configuration of claim 5, a plurality of inflow pipes can be connected without separately providing a meeting manhole, and inflow water flowing from the plurality of inflow pipes can be sent to the spiral portion.

請求項6の構成によれば、着水内筒部を分割することにより、マンホール構築時の着水部内での作業が容易となる。   According to the configuration of the sixth aspect, by dividing the inner landing section, the work in the landing section at the time of constructing the manhole becomes easy.

請求項7の構成によれば、合流案内部から螺旋部に落下する流入水が、梯子装置側へ飛散することがなく、その流入水を螺旋部へと送ることができる。   According to the configuration of claim 7, the inflow water falling from the merging guide to the spiral portion does not scatter to the ladder device side, and the inflow water can be sent to the spiral portion.

本発明の実施例1を示す断面図である。1 is a cross-sectional view illustrating a first embodiment of the present invention. 同上、図1に対して平面90度回転した断面図である。FIG. 2 is a cross-sectional view of FIG. 同上、着水部の一部と本体部の断面図である。FIG. 4 is a cross-sectional view of a part of a water landing part and a main body part according to the embodiment. 同上、螺旋部の拡大断面図であり、オーバーハングによる効果を説明している。It is an expanded sectional view of a spiral part same as the above, and describes the effect by overhang. 同上、螺旋部の拡大断面図である。It is an expanded sectional view of a spiral part same as the above. 同上、踊り場周りの断面図である。FIG. 2 is a cross-sectional view around the landing. 同上、図3のA−A線断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 3. 同上、昇降運搬手段の説明図である。FIG. 同上、着水部と入口部の断面図である。It is sectional drawing of a water landing part and an inlet part same as the above. 同上、着水部の施工を説明する断面図である。It is sectional drawing explaining construction of a landing part same as the above. 同上、図3のB−B線断面図である。FIG. 4 is a sectional view taken along line BB of FIG. 同上、図3のC−C線断面図である。FIG. 4 is a sectional view taken along line CC of FIG. 3. 本発明の実施例2を示す断面図である。FIG. 6 is a cross-sectional view illustrating a second embodiment of the present invention. 本発明の実施例3を示す一部を拡大した断面図である。FIG. 7 is a partially enlarged cross-sectional view showing a third embodiment of the present invention. 同上、要部の断面図である。It is sectional drawing of a principal part same as the above. 本発明の実施例4を示す凹凸嵌合部周りの図であり、図16(A)は連結板の正面図、図16(B)は連結板を外面側に配置した断面図である。FIG. 16A is a front view of a connecting plate, and FIG. 16B is a cross-sectional view in which the connecting plate is arranged on an outer surface side, showing a periphery of a concave-convex fitting portion showing a fourth embodiment of the present invention. 同上、連結板を内面側に配置した断面図である。FIG. 3 is a cross-sectional view in which the connecting plate is arranged on the inner surface side. 同上、着水部と入口部の断面図である。It is sectional drawing of a water landing part and an inlet part same as the above. 同上、外筒部の下部側の断面図である。It is sectional drawing of the lower part side of an outer cylinder part same as the above. 本発明の実施例5を示す要部の平断面図である。It is a plane sectional view of the important section showing Example 5 of the present invention. 同上、一部を拡大した断面図である。It is sectional drawing which expanded a part same as the above. 同上、要部の断面図である。It is sectional drawing of a principal part same as the above.

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. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily indispensable requirements of the present invention.

図1〜図12は実施例1を示しており、垂直導水管であるマンホール1は、二次製品を組み立てる組立式マンホールであり、下から本体部2と、着水部3と、人が出入りする入口部4とを備える。   1 to 12 show a first embodiment, in which a manhole 1 which is a vertical water pipe is an assembling type manhole for assembling a secondary product, and a main body part 2, a water landing part 3, and people enter and exit from below. And an entrance portion 4 for performing the operation.

図1及び図2などに示すように、前記本体部2は、土圧を受ける外筒部5と、この外筒部5の内部に設けられ螺旋案内路を構成する螺旋部6と、この螺旋部6の中央に設けた略円筒形の中央貫通空間7とを備え、この中央貫通空間7の中心軸は、前記外筒部5の中心軸と同軸をなす。また、マンホール1はコンクリート製のものを用いることができる。   As shown in FIGS. 1 and 2, the main body 2 includes an outer cylindrical portion 5 that receives an earth pressure, a spiral portion 6 provided inside the outer cylindrical portion 5 to configure a spiral guide path, A substantially cylindrical central through space 7 provided at the center of the portion 6, and the central axis of the central through space 7 is coaxial with the central axis of the outer cylindrical portion 5. The manhole 1 can be made of concrete.

前記外筒部5は上下方向において複数に分割されており、下から分割外筒部11,11A,12,12Aが重ね合せて接合されている。最下部の分割外筒部11の下部は、板状の下蓋体13により塞がれており、最下部の分割外筒部11の上には短い分割外筒部11Aが連結され、この分割外筒部11Aの上には、複数(2つ)の分割外筒部12,12Aが連結されている。また、前記最下部の分割外筒部11の側面には、排水管14が接続されている。   The outer cylinder part 5 is divided into a plurality of parts in the vertical direction, and divided outer cylinder parts 11, 11A, 12, 12A are overlapped and joined from below. The lower part of the lowermost divided outer cylinder part 11 is closed by a plate-shaped lower lid 13, and a short divided outer cylinder part 11 </ b> A is connected to the lowermost divided outer cylinder part 11. A plurality (two) of divided outer cylinder portions 12 and 12A are connected to the outer cylinder portion 11A. Further, a drain pipe 14 is connected to a side surface of the lowermost divided outer cylinder portion 11.

分割外筒部11には、排水管14を接続する接続孔14Aが穿設されている。そして、分割外筒部11,11A,12,12Aが基本単位外筒部であり、マンホール1は、基本単位外筒部を適宜組み合わせて構築される。   A connection hole 14 </ b> A for connecting the drain pipe 14 is formed in the divided outer cylinder portion 11. The divided outer cylinder portions 11, 11A, 12, 12A are basic unit outer cylinder portions, and the manhole 1 is constructed by appropriately combining the basic unit outer cylinder portions.

前記分割外筒部11A,12,12Aの内面には、螺旋流れを形成する前記螺旋部6が連続して形成されている。この螺旋部6は上から下に向かって反時計回りの螺旋状をなす。図4及び図5に示すように、螺旋部6の内周面16は、外筒部5の内周面5Nと同心円状をなし、外筒部5の内周面5Nから一定寸法だけ離れている。   The spiral part 6 that forms a spiral flow is formed continuously on the inner surfaces of the divided outer cylinder parts 11A, 12, 12A. The spiral portion 6 has a spiral shape counterclockwise from top to bottom. As shown in FIGS. 4 and 5, the inner peripheral surface 16 of the spiral portion 6 is concentric with the inner peripheral surface 5 </ b> N of the outer cylindrical portion 5, and is separated from the inner peripheral surface 5 </ b> N of the outer cylindrical portion 5 by a certain distance. I have.

また、螺旋部6の上面は、流路であって、略円弧状の凹部17が形成され、この凹部17の底部の高さ位置より内周面16側の内側上面部18が高く形成され、この内側上面部18は一定の幅を有する。前記螺旋部6の下面は平坦に形成され、内周面16側の下側に、オーバーハングである垂設部19を設け、この垂設部19の外周面19Aは略円弧状に形成され、その外周面19Aの下部は、外向きに形成され、前記内周面5N側に向いている。尚、中央貫通空間7は前記内周面16の間の空間である。   In addition, the upper surface of the spiral portion 6 is a flow path, a substantially arc-shaped concave portion 17 is formed, and the inner upper surface portion 18 on the inner peripheral surface 16 side is formed higher than the height of the bottom of the concave portion 17, The inner upper surface 18 has a constant width. The lower surface of the spiral portion 6 is formed flat, and a vertically extending portion 19 which is an overhang is provided below the inner peripheral surface 16 side. An outer peripheral surface 19A of the vertically extending portion 19 is formed in a substantially arc shape. A lower portion of the outer peripheral surface 19A is formed outward and faces the inner peripheral surface 5N side. The central through space 7 is a space between the inner peripheral surfaces 16.

図3〜図6などに示すように、分割外筒部11,11A,12,12Aの上,下端面である接合端面には、凹凸嵌合部20が設けられ、この凹凸嵌合部20は、下の部材の上縁に外側凸部21を設けると共に、上の部材の下縁に内側凸部22を設け、それら外側凸部21と内側凸部22とが嵌合するものであり、前記凹凸嵌合部20を上下に跨ぐ連結手段(図示せず)により上下の部材を連結固定している。尚、前記接合端面間には止水処理が施されている。また、上の部材の下縁に外側凸部21を設けると共に、下の部材の上縁に内側凸部22を設けてもよい。   As shown in FIG. 3 to FIG. 6 and the like, an uneven fitting portion 20 is provided on the joining end surface which is the upper and lower end surfaces of the divided outer cylindrical portions 11, 11A, 12, 12A. , An outer convex portion 21 is provided on the upper edge of the lower member, and an inner convex portion 22 is provided on the lower edge of the upper member, and the outer convex portion 21 and the inner convex portion 22 are fitted. Upper and lower members are connected and fixed by a connecting means (not shown) which straddles the uneven fitting portion 20 vertically. In addition, a water stopping process is performed between the joining end surfaces. Further, the outer protrusion 21 may be provided on the lower edge of the upper member, and the inner protrusion 22 may be provided on the upper edge of the lower member.

前記接合端面位置において、前記螺旋部6を分割した分割部6Aが設けられている。そして、分割外筒部11Aでは、螺旋部6は半周に渡って設けられ、分割外筒部12,12Aでは、螺旋部6が1周に渡って設けられている。   At the position of the joining end face, there is provided a dividing part 6A obtained by dividing the spiral part 6. In the divided outer cylinder portion 11A, the spiral portion 6 is provided over a half circumference, and in the divided outer cylinder portions 12, 12A, the spiral portion 6 is provided over one circumference.

前記中央貫通空間7内には梯子装置8が設けられ、この梯子装置8は前記分割外筒部11A,12,12Aに設けられている。前記梯子装置8は、四方に柱部材24,24,24,24を有し、これら柱部材24,24,24,24を固定手段(図示せず)により前記螺旋部6の内周面16に固定している。また、前記固定手段としては、アンカーボルトなどが例示される。   A ladder device 8 is provided in the central through space 7, and the ladder device 8 is provided in the divided outer cylinder portions 11A, 12, 12A. The ladder device 8 has column members 24, 24, 24, 24 in four directions, and these column members 24, 24, 24, 24 are fixed to the inner peripheral surface 16 of the spiral portion 6 by fixing means (not shown). It is fixed. An example of the fixing means is an anchor bolt.

前記四方の柱部材24,24,24,24により形成される四角形の対向する2辺が昇降部であり、これら昇降部には、上下方向に所定間隔でステップ26,26・・・が設けられ、このステップ26は平面で円弧状の棒材からなり、両端を隣り合う柱部材24,24に固定している。一方、昇降部以外の前記2辺には枠材27を上下方向に所定間隔で設け、この間隔は前記ステップ26の間隔より広い。また、枠材27も前記ステップ26と同様に平面で円弧状に形成され、両端を隣り合う柱部材24,24に固定している。   Two opposing sides of a quadrangle formed by the four pillar members 24, 24, 24, 24 are elevating parts, and these elevating parts are provided with steps 26, 26,. The step 26 is made of a flat and arc-shaped bar, and both ends are fixed to the adjacent column members 24, 24. On the other hand, frame members 27 are provided at predetermined intervals in the vertical direction on the two sides other than the elevating portion, and this interval is wider than the interval of step 26. The frame member 27 is also formed in a circular arc shape in a plane similarly to the step 26, and both ends are fixed to the adjacent column members 24, 24.

このようにステップ26,26及び枠材27,27を略円弧状又は外側に広がる湾曲状に形成することにより、梯子装置8の内部空間を大きく取ることができる。そして、ステップ26,26及び枠材27,27は、その中央側が外側に位置するように形成されている。   By forming the steps 26 and 26 and the frame members 27 and 27 in a substantially arc shape or a curved shape spreading outward, a large internal space of the ladder device 8 can be obtained. The steps 26, 26 and the frame members 27, 27 are formed such that their center sides are located outside.

前記ステップ26と前記内周面16との間には隙間28を設けており、この隙間28を設けることにより、螺旋部6に近いステップ26に足を掛けたり、ステップ26を手で握ったりすることができる。このため、ステップ26の曲率は前記内周面16の曲率より大きい。尚、前記枠材27と前記内周面16との間にも前記隙間28が設けられている。 A gap 28 is provided between the step 26 and the inner peripheral surface 16. By providing the gap 28 , a foot can be put on the step 26 close to the spiral portion 6 or the step 26 can be grasped by hand. be able to. For this reason, the curvature of the step 26 is larger than the curvature of the inner peripheral surface 16. The gap 28 is also provided between the frame member 27 and the inner peripheral surface 16.

前記梯子装置8には所定間隔で踊り場31が設けられ、この例では分割外筒部12,12Aの下部位置に設けられている。前記踊り場31は平板状をなし、平坦な上面を有する。また、図8に示すように、踊り場31の外周は前記ステップ26,26及び前記枠材27,27に倣って略円弧状又は湾曲状に形成されている。   The ladder device 8 is provided with landings 31 at predetermined intervals. In this example, the landings 31 are provided at lower positions of the divided outer cylinder portions 12 and 12A. The landing 31 has a flat shape and a flat upper surface. As shown in FIG. 8, the outer periphery of the landing 31 is formed in a substantially arc shape or a curved shape following the steps 26, 26 and the frame members 27, 27.

また、前記踊り場31の1辺側を複数(2つ)の枢着部32,32により前記枠材27に回動自在に取付け、踊り場31の前記枢着部32と対向する側の対応する枠材27の上に係止する複数の係止部33,33を設け、これら係止部33,33が枠材27に係止することにより踊り場31が水平に保持される。また、枢着部32,32及び係止部33,33は踊り場31の厚さ方向下部に設けられているから、図8のように踊り場31を開いて立てると、枠材27,27の間を広く確保することができる。尚、ステップ26に踊り場31を取付けてもよい。   Further, one side of the landing 31 is rotatably attached to the frame 27 by a plurality of (two) pivot portions 32, 32, and a corresponding frame on the side of the landing 31 facing the pivot portion 32. A plurality of locking portions 33, 33 for locking on the material 27 are provided, and the landing portions 31 are horizontally held by locking the locking portions 33, 33 to the frame material 27. Further, since the pivot portions 32, 32 and the locking portions 33, 33 are provided below the landing 31 in the thickness direction, when the landing 31 is opened and raised as shown in FIG. Can be widely secured. The landing 31 may be attached to the step 26.

図1,図2及び図6などに示すように、分割外筒部11A,12,12Aの上,下端面である接合端面位置において、前記柱部材24,24,24,24が分割されている。また、最下部の分割外筒部11には、螺旋部6及び梯子装置8は設けられていない。このように最下部の分割外筒部11に梯子装置8を設けないことにより、柱部材24などにごみが引っ掛かることを防止できる。   As shown in FIG. 1, FIG. 2, FIG. 6, etc., the column members 24, 24, 24, 24 are divided at joint end surface positions which are upper and lower end surfaces of the divided outer cylindrical portions 11A, 12, 12A. . The spiral part 6 and the ladder device 8 are not provided in the lowermost divided outer cylinder part 11. By not providing the ladder device 8 in the lowermost divided outer cylinder portion 11 as described above, dust can be prevented from being caught on the column member 24 and the like.

次に、前記着水部3の構成について説明する。前記着水部3の下部には、円板状の仕切り板35が設けられ、この仕切り板35の下面と前記分割外筒部12の上端面とが前記凹凸嵌合部20により嵌合する。前記仕切り板35の上には、土圧を受ける着水外筒部36が設けられ、前記仕切り板35の上面と前記着水外筒部36の下端面とが前記凹凸嵌合部20により嵌合する。尚、分割外筒部11,11A,12,12A,下蓋体13,仕切り板35及び着水外筒部36の外径は略同一である。   Next, the configuration of the water landing section 3 will be described. A disc-shaped partition plate 35 is provided below the water landing portion 3, and the lower surface of the partition plate 35 and the upper end surface of the divided outer cylindrical portion 12 are fitted by the concave-convex fitting portion 20. On the partition plate 35, a water landing outer cylinder portion 36 receiving earth pressure is provided, and an upper surface of the partition plate 35 and a lower end surface of the water landing outer cylinder portion 36 are fitted by the concave-convex fitting portion 20. Combine. The outer diameters of the divided outer cylinder portions 11, 11A, 12, 12A, the lower lid 13, the partition plate 35, and the landing cylinder 36 are substantially the same.

前記仕切り板35の中央には貫通孔37が設けられ、この貫通孔37は、前記中央貫通空間7に連通すると共に、該中央貫通空間7と略同径をなす。前記着水外筒部36内には着水内筒部38が設けられ、それら着水外筒部36と着水内筒部38は同心円状に配置され、二重構造になっている。前記着水内筒部38は、前記貫通孔37に連通して設けられ、前記仕切り板35上に立設される。また、着水内筒部38の下端面と仕切り板35の上面の前記貫通孔37の内縁とが、前記凹凸嵌合部20により嵌合する。   A through hole 37 is provided at the center of the partition plate 35, and this through hole 37 communicates with the central through space 7 and has substantially the same diameter as the central through space 7. A landing inner tube portion 38 is provided in the landing outer tube portion 36, and the landing outer tube portion 36 and the landing inner tube portion 38 are arranged concentrically and have a double structure. The water landing inner cylinder 38 is provided in communication with the through hole 37, and stands upright on the partition plate 35. Further, the lower end surface of the inner landing water tube portion 38 and the inner edge of the through hole 37 on the upper surface of the partition plate 35 are fitted by the uneven fitting portion 20.

前記着水内筒部38は前記着水外筒部36より低い。図11などに示すように、前記着水外筒部36には、横方向の2本の流入管41,42が接続され、これら流入管41,42は平面において90度の角度をなす。また、前記着水内筒部38には、点検用の孔部43,44を前記流入管41,42に対応して穿設し、前記孔部43,44を塞ぐ蓋体45,46を備え、前記蓋体45,46は着水内筒部38の内周面に着脱自在に設けられて前記孔部43,44を開閉する。   The landing inner tube 38 is lower than the landing outer tube 36. As shown in FIG. 11 and the like, two horizontal inflow pipes 41 and 42 are connected to the water landing outer cylinder 36, and these inflow pipes 41 and 42 form an angle of 90 degrees in a plane. In addition, the water landing inner cylinder 38 is provided with lids 45 and 46 for inspecting holes 43 and 44 corresponding to the inflow pipes 41 and 42 and closing the holes 43 and 44. The lids 45 and 46 are detachably provided on the inner peripheral surface of the inner water landing tube 38 to open and close the holes 43 and 44.

前記流入管41は前記流入管42より径大である。また、着水外筒部36には、前記流入管41,42を接続する接続孔41A,42Aが穿設されている。尚、前記蓋体45,46を部分的に透明にすれば、流入管41,42を視認することができる。   The inflow pipe 41 is larger in diameter than the inflow pipe 42. Further, connection holes 41A and 42A for connecting the inflow pipes 41 and 42 are formed in the outer landing tube portion 36. If the lids 45 and 46 are partially transparent, the inflow pipes 41 and 42 can be visually recognized.

前記着水外筒部36と着水内筒部38との間で、前記仕切り板35の上には、コンクリート部47が現場打ちにより形成され、そのコンクリート部47と前記仕切り板35とを貫通する落下孔48が形成されている。図11などに示すように、前記落下孔48は、前記流入管41の真下に開口し、略扇型をなす。また、前記流入管42は前記螺旋部6上で螺旋部6における流れの上流側に位置する。   A concrete part 47 is formed by cast-in-place on the partition plate 35 between the water landing outer cylinder part 36 and the water landing inner cylinder part 38, and penetrates the concrete part 47 and the partition plate 35. A drop hole 48 is formed. As shown in FIG. 11 and the like, the drop hole 48 opens right below the inflow pipe 41 and has a substantially fan shape. In addition, the inflow pipe 42 is located on the spiral part 6 on the upstream side of the flow in the spiral part 6.

前記コンクリート部47の上面は、流入管41側の上面部49が一番低く形成され、その上面部49に比べて反流入管41側の上面部49Aが高く、この上面部49Aから前記上面部49に向かって低くなる傾斜上面部49Bが形成されている。そして、コンクリート部47の上面部49は、流入管41に対応する箇所に比べて、流入管42に対応する箇所が高い。   On the upper surface of the concrete portion 47, the upper surface portion 49 on the inflow pipe 41 side is formed lowest, and the upper surface portion 49A on the anti-inflow tube 41 side is higher than the upper surface portion 49. An inclined upper surface portion 49B that becomes lower toward 49 is formed. In addition, a portion corresponding to the inflow pipe 42 is higher in the upper surface portion 49 of the concrete portion 47 than a portion corresponding to the inflow pipe 41.

このように着水外筒部36,着水内筒部38,コンクリート部47及び落下孔48により、前記流入管41,42から流入した流入水を前記螺旋部6に送る合流案内部50を構成している。また、図12に示すように、前記落下孔48は、螺旋部6の上流側の上部に位置して設けられ、具体的には、螺旋部6の上端6Jより下流の位置に配置されている。   As described above, the merging guide portion 50 that sends the inflow water flowing from the inflow pipes 41 and 42 to the spiral portion 6 is configured by the outer landing portion 36, the inner landing portion 38, the concrete portion 47, and the drop hole 48. are doing. As shown in FIG. 12, the drop hole 48 is provided at an upper portion on the upstream side of the spiral portion 6, and specifically, is disposed at a position downstream from the upper end 6 </ b> J of the spiral portion 6. .

前記着水内筒部38は、分割内筒部51,52に上下2分割され、それら分割内筒部51,52の接合端面同士が前記凹凸嵌合部20により嵌合する。尚、着水内筒部38の長さは1000mm以上であり、この例では1200mm程度である。   The landing inner cylindrical portion 38 is vertically divided into two divided inner cylindrical portions 51 and 52, and the joint end faces of the divided inner cylindrical portions 51 and 52 are fitted by the concave / convex fitting portion 20. In addition, the length of the water landing inner cylindrical part 38 is 1000 mm or more, and is about 1200 mm in this example.

前記着水内筒部38内には、略コ字型の手摺53が上下に間隔を置いて複数設けられ、この手摺53の位置は前記ステップ26の平面位置に対応する。また、前記着水内筒部38の手摺53に対応して、前記貫通孔37に手摺53が設けられている。尚、前記手摺53は、工場において前記着水内筒部38及び仕切り板35に設けられる。   A plurality of substantially U-shaped handrails 53 are provided in the water landing inner tube part 38 at intervals vertically, and the position of the handrails 53 corresponds to the plane position of the step 26. In addition, a handrail 53 is provided in the through hole 37 in correspondence with the handrail 53 of the landing inner tube portion 38. In addition, the handrail 53 is provided on the landing inner tube portion 38 and the partition plate 35 in a factory.

前記着水外筒部36の上部には上蓋体54が設けられ、外筒部5の上端面と上蓋体54とが前記凹凸嵌合部20により嵌合する。さらに、前記上蓋体54の中心には貫通孔55が穿設されており、この貫通孔55と前記着水内筒部38の内面との間に梯子56が設けられている。   An upper lid 54 is provided above the water landing outer cylinder 36, and the upper end surface of the outer cylinder 5 and the upper lid 54 are fitted by the uneven fitting portion 20. Further, a through hole 55 is formed in the center of the upper lid 54, and a ladder 56 is provided between the through hole 55 and the inner surface of the water landing inner cylinder 38.

次に、前記着水部3の施工例を説明する。仕切り板35の上に外筒部5を連結固定した後、接続孔41A,42Aに流入管41,42を水密に接続する。この場合、着水内筒部38を据付ける前に、接続孔41A,42Aと流入管41,42との間にモルタルなどの充填材を充填する作業を内側から行うことにより、その接続作業を容易に行うことができる。   Next, a construction example of the water landing section 3 will be described. After connecting and fixing the outer cylinder part 5 on the partition plate 35, the inflow pipes 41 and 42 are connected to the connection holes 41A and 42A in a watertight manner. In this case, before installation of the landing inner tube portion 38, a work of filling a filler such as mortar between the connection holes 41A and 42A and the inflow pipes 41 and 42 is performed from the inside, so that the connection work is performed. It can be done easily.

流入管41,42の接続作業が完了した後、下の分割内筒部52を仕切り板35上に連結固定する。また、この場合、作業者が手摺53などを用いて立って作業を行うことができ、分割内筒部52の高さが、1000mm以下、この例では600mmであるから、立った状態で、着水外筒部36と分割内筒部52との間を覗き込むようにして作業を行うことができ、コンクリート部47の打設作業を容易に行うことができる。さらに、複数の分割内筒部51,52を連結して着水内筒部38を構築すれば、着水内筒部38は流入管41,42位置より高いから、作業者が着水内筒部38内に入ることにより、汚水に濡れることがない。   After the connection work of the inflow pipes 41 and 42 is completed, the lower divided inner cylindrical portion 52 is connected and fixed on the partition plate 35. Further, in this case, the worker can work while standing using the handrail 53 or the like, and the height of the divided inner cylinder portion 52 is 1000 mm or less, and in this example, 600 mm. The work can be performed by looking into the space between the water outer cylinder portion 36 and the divided inner cylinder portion 52, and the concrete portion 47 can be easily cast. Furthermore, if the water landing inner cylinder 38 is constructed by connecting the plurality of divided inner cylinders 51 and 52, the water landing inner cylinder 38 is higher than the inflow pipes 41 and 42. By entering the part 38, it does not get wet with sewage.

コンクリート部47の型枠を撤去した後、分割内筒部52の上に分割内筒部51を接続固定し、この後、着水外筒部36の上に上蓋体54を固定し、梯子56を固定する。   After removing the formwork of the concrete part 47, the divided inner cylinder part 51 is connected and fixed on the divided inner cylinder part 52, and thereafter, the upper lid body 54 is fixed on the landing outer cylinder part 36, and the ladder 56 Is fixed.

前記上蓋体54の上に接続直壁管61を接続固定し、この接続直壁管61は前記貫通孔55に連通する。前記接続直壁管61の上に斜壁管62を接続し、この斜壁管62の上には調整リング63が接続され、この調整リング63の上に調整ワッシャ64が設けられ、この調整ワッシャ64の上に蓋受枠65が設けられ、この蓋受枠65にマンホール用の開閉蓋(図示せず)が設けられる。また、前記接続直壁管61及び斜壁管62の内周面には手摺66が設けられ、前記手摺66は前記手摺53の位置に対応して設けられている。   A connection straight wall tube 61 is connected and fixed on the upper lid 54, and the connection straight wall tube 61 communicates with the through hole 55. An oblique wall pipe 62 is connected to the connecting straight wall pipe 61, an adjusting ring 63 is connected to the oblique wall pipe 62, and an adjusting washer 64 is provided on the adjusting ring 63. A lid receiving frame 65 is provided on the top 64, and an opening / closing lid (not shown) for a manhole is provided on the lid receiving frame 65. A handrail 66 is provided on the inner peripheral surfaces of the connection straight wall pipe 61 and the inclined wall pipe 62, and the handrail 66 is provided corresponding to the position of the handrail 53.

前記仕切り板35の下部には、仕切り部たる板状のバッフル71が設けられている。このバッフル71は、梯子装置8の回りを囲むように平面円弧状に形成され、図示しない固定手段により前記螺旋部6に固定され、螺旋部6の上端6Jから、分割外筒部12Aの踊り場31の上部位置まで設けられている。また、図12に示すように、螺旋部6の上端6Jには、仕切り部たる仕切り板71Aが設けられ、この仕切り板71Aはバッフル71の端部と着水外筒部36の内周面との間を塞ぐように直径方向に設けられている。   Below the partition plate 35, a plate-shaped baffle 71 serving as a partition portion is provided. The baffle 71 is formed in a plane arc shape so as to surround the ladder device 8 and is fixed to the spiral portion 6 by fixing means (not shown). From the upper end 6J of the spiral portion 6, the landing 31 of the divided outer cylinder portion 12A is formed. Up to the upper position. As shown in FIG. 12, a partition plate 71A serving as a partition is provided at the upper end 6J of the spiral portion 6, and the partition plate 71A is connected to the end of the baffle 71 and the inner peripheral surface of the landing cylinder 36. It is provided in the diameter direction so as to close the gap.

従って、落下孔48から落下した下水(流入水)が、バッフル71と仕切り板71Aにより、螺旋部6上に案内される。このため、バッフル71は平面において、90度以上の範囲に設けることが好ましい。   Therefore, the sewage (inflow water) that has fallen from the fall hole 48 is guided onto the spiral portion 6 by the baffle 71 and the partition plate 71A. For this reason, it is preferable that the baffle 71 be provided in a range of 90 degrees or more in a plane.

前記バッフル71の上端面72は前記仕切り板35に水密に固定され、また、前記バッフル71の下端面73は、前記内側上面部18に倣って形成され、該内側上面部18の上に水密に固定されている。尚、前記バッフル71及び仕切り板71Aは、プレキャストコンクリート製、ステンレス製やFRP製のものが用いられる。   An upper end surface 72 of the baffle 71 is fixed to the partition plate 35 in a watertight manner, and a lower end surface 73 of the baffle 71 is formed following the inner upper surface portion 18, and is watertight on the inner upper surface portion 18. Fixed. The baffle 71 and the partition plate 71A are made of precast concrete, stainless steel or FRP.

前記排水管14は、平面において、前記流入管41の反対側に位置し、また、前記螺旋部6の下端6Kは、排水管14の反対側に位置する。さらに、前記下蓋体13の上面にはコンクリート製のインバート74が設けられ、このインバート74は、螺旋部6を流れ落ちてきた水を排水管14側に案内するものであり、平坦な頂部75と、この頂部75から周囲に向かって低くなる斜面部76とを備える。前記頂部75は下蓋体13の中心より反排水管14側に位置し、前記斜面部76は、反排水管14側が急で、この反排水管14側に比べて排水管14側の傾斜の度合いが緩やかに形成されている。   The drain pipe 14 is located on the opposite side of the inflow pipe 41 in the plane, and the lower end 6K of the spiral part 6 is located on the opposite side of the drain pipe 14. Further, a concrete invert 74 is provided on the upper surface of the lower lid 13, and the invert 74 guides water flowing down the spiral portion 6 to the drain pipe 14 side, and has a flat top portion 75. And a slope portion 76 which becomes lower from the top portion 75 toward the periphery. The top portion 75 is located on the side opposite to the drainage pipe 14 from the center of the lower lid 13, and the slope portion 76 is steep on the side opposite to the drainage pipe 14, and the slope of the slope on the side of the drainage pipe 14 is smaller than that on the opposite side of the drainage pipe 14. The degree is formed slowly.

図8に示すように、前記梯子装置8内に、昇降運搬手段たる吊りバケット81を昇降可能に設けている。この吊りバケット81は、略方形の底面部82と、この底面部82の四方に立設した側面部83,83,83,83とを有する有底箱形をなし、吊り用の索条84が連結されている。 As shown in FIG. 8, a hanging bucket 81 as a lifting / lowering means is provided in the ladder device 8 so as to be able to go up and down. The hanging bucket 81 has a bottomed box shape having a substantially square bottom surface portion 82 and side portions 83, 83, 83, 83 erected on four sides of the bottom surface portion 82 , and a hanging rope 84 is provided. Are linked.

そして、マンホール1の外部の地上にクレーンなどの昇降手段(図示せず)を配置し、この昇降手段の吊り索条85に設けたフック86を、前記索条84に係止し、前記昇降手段により吊り索条85を巻き取り又は繰り出すことにより、吊りバケット81を昇降することができる。   An elevating means (not shown) such as a crane is arranged on the ground outside the manhole 1, and a hook 86 provided on a hanging rope 85 of the elevating means is locked to the rope 84, and the elevating means The hanging bucket 81 can be moved up or down by winding or unwinding the hanging rope 81.

吊りバケット81は水平状態で、前記入口部4を通過可能な大きさであり、最下部の分割外筒部11内の夾雑物101を吊りバケット81により外部に搬出することができる。尚、人力により吊りバケット81を昇降してもよい。   The hanging bucket 81 is large enough to pass through the entrance 4 in a horizontal state, and the contaminants 101 in the lowermost divided outer cylinder 11 can be carried out by the hanging bucket 81 to the outside. The hanging bucket 81 may be moved up and down manually.

次に、マンホール1の施工方法について説明する。マンホール1を設置する掘削孔92を掘削し、その掘削孔92の底部に基礎(図示せず)を設ける。尚、図7に示すように、掘削孔92の平面形状は角型である。前記基礎上に下蓋体13を設置し、この下蓋体13上に分割外筒部11を接合し、接続孔14Aに排水管14を水密に接続する。この後、下蓋体13の上にプレキャストコンクリート製の前記インバート74を取付ける。分割外筒部11A,12,12Aには、現場搬入前に工場等において、分割した螺旋部6及び梯子装置8が取り付けられており、分割外筒部11上に分割外筒部11A,12,12Aを順次積み重ねて接合し、本体部2を構築する。尚、分割外筒部12Aには、現場搬入前に工場等において、バッフル71及び仕切り板71Aが取り付けられている。また、螺旋部6も現場搬入前に工場等において取り付けられる。   Next, a method of constructing the manhole 1 will be described. An excavation hole 92 for installing the manhole 1 is excavated, and a foundation (not shown) is provided at the bottom of the excavation hole 92. In addition, as shown in FIG. 7, the plane shape of the excavation hole 92 is a square shape. The lower cover 13 is installed on the foundation, the divided outer cylinder 11 is joined onto the lower cover 13, and the drain pipe 14 is connected to the connection hole 14A in a watertight manner. Thereafter, the invert 74 made of precast concrete is mounted on the lower lid 13. The divided spiral part 6 and the ladder device 8 are attached to the divided outer cylinder parts 11A, 12, 12A in a factory or the like before loading into the site, and the divided outer cylinder parts 11A, 12, The main body 2 is constructed by sequentially stacking and joining 12A. A baffle 71 and a partition plate 71A are attached to the divided outer cylinder portion 12A in a factory or the like before being carried into the site. Further, the spiral portion 6 is also attached in a factory or the like before being carried into the site.

本体部2を構築した後、上述したように、着水部3の施工を行い、この着水部3の上に入口部4を構築し、施工途中又は施工が完了した後、前記掘削孔92を埋め戻す。   After the main body 2 is constructed, the water landing section 3 is constructed as described above, the entrance section 4 is constructed on the water landing section 3, and the construction is completed or after the construction is completed. Backfill.

このようにして構築したマンホール1においては、流入管41,42から雨水などの下水が流入すると、着水部3の合流案内部50により一つの流れにして貫通孔37に送ることができる。貫通孔37から落下した下水は、バッフル71と仕切り板71Aにより、螺旋部6上に落下し、螺旋流となって落下する。このようにバッフル71と仕切り板71Aによって、螺旋流となる前の下水を、螺旋部6へと送ることができる。   In the manhole 1 constructed in this manner, when sewage such as rainwater flows in from the inflow pipes 41 and 42, it can be sent to the through hole 37 as one stream by the merging guide section 50 of the landing section 3. The sewage falling from the through-hole 37 falls on the spiral part 6 by the baffle 71 and the partition plate 71A, and falls as a spiral flow. Thus, the sewage before the spiral flow can be sent to the spiral part 6 by the baffle 71 and the partition plate 71A.

また、バッフル71と仕切り板71Aにより、梯子装置8の上部に汚水が飛散することがなく、汚水は螺旋部6を流れることにより螺旋流となるから、バッフル71より下では
梯子装置8にほとんど飛散することがない。
In addition, the baffle 71 and the partition plate 71A prevent sewage from being scattered to the upper portion of the ladder device 8, and the sewage is formed into a spiral flow by flowing through the spiral portion 6. Therefore, the sewage is almost scattered to the ladder device 8 below the baffle 71. I can't.

螺旋流は、螺旋部6の上に略三角形状をなし、設計における最大水量の場合、内周面5Nに沿う流れとなる。一方、水量がわずかな場合でも、凹部17を設けることにより、スムーズな流れとなる。   The spiral flow has a substantially triangular shape on the spiral portion 6 and flows along the inner peripheral surface 5N in the case of the maximum water amount in the design. On the other hand, even when the amount of water is small, the provision of the concave portion 17 provides a smooth flow.

図4に示すように、螺旋流は、流量が多いと、上下の螺旋部6,6の間の内周面5Nに沿う流れとなり、上段の螺旋部6の下面に達すると、垂設部19のオーバーハング機能により、汚水が梯子装置8側に飛ぶことを防止できる。   As shown in FIG. 4, when the flow rate is large, the spiral flow becomes a flow along the inner peripheral surface 5 </ b> N between the upper and lower spiral portions 6, 6. Can prevent sewage from flying to the ladder device 8 side.

着水部3においては、点検用の孔部43,44を設けると共に、前記孔部43,44を開閉する蓋体45,46を設けたから、流入管41,42の維持管理を行うことができる。   The water landing section 3 is provided with inspection holes 43 and 44 and lids 45 and 46 for opening and closing the holes 43 and 44, so that the inflow pipes 41 and 42 can be maintained. .

また、着水外筒部36の上部を上蓋体54により塞ぎ、上蓋体54と着水内筒部38の上端との間に間隔を設けたから、前記間隔から着水内筒部38と着水外筒部36との間を目視することができる。   Further, since the upper part of the outer landing portion 36 is closed by the upper lid 54, and a gap is provided between the upper lid 54 and the upper end of the inner landing portion 38, the inner landing portion 38 and the lower landing portion are landed from the interval. The space between the outer cylinder 36 and the outer cylinder 36 can be visually checked.

そして、汚水が流れる状態で、作業員は、梯子装置8により、マンホール1の内部を昇降し、清掃を行うことができ、図5のように、凹部17を塞ぐ夾雑物101があれば、この夾雑物101を除去し、この際、踊り場31を用いることにより、効率よく作業を行うことができる。   Then, in a state where the sewage flows, the worker can move up and down the inside of the manhole 1 by the ladder device 8 to perform cleaning, and as shown in FIG. By removing the impurities 101 and using the landing 31 at this time, work can be performed efficiently.

夾雑物101などを集めたら、夾雑物101を吊りバケット81を用いて搬出することができる。   When the impurities 101 are collected, the impurities 101 can be carried out using the hanging bucket 81.

尚、梯子装置8の下部は、マンホール1の内部の底部であるインバート74より高い位置にあるから、夾雑物101が梯子装置8の下部に引っかかり難くなる。   Since the lower part of the ladder device 8 is located higher than the invert 74 which is the bottom of the manhole 1, the impurities 101 are less likely to be caught by the lower part of the ladder device 8.

このように本実施例では、請求項1に対応して、外筒部5と、この外筒部5の内部に設けた螺旋部6とを備えた螺旋流方式のマンホール1において、螺旋部6の中央に複数の柱部材24を備えた梯子装置8を設け、梯子装置8に、閉状態で該梯子装置8の内部空間を閉めて足場になると共に、開状態で前記内部空間を開いて上下に移動可能にする開閉式の踊り場31を設けたから、梯子装置8を用いてマンホール1内を昇降し、踊り場31を開いて上下に移動することができ、踊り場31を閉めて足場として使用し、清掃や補修作業を行うことができる。 As described above, according to the present embodiment, in the spiral flow type manhole 1 including the outer cylindrical portion 5 and the spiral portion 6 provided inside the outer cylindrical portion 5, the spiral portion 6 A ladder device 8 having a plurality of column members 24 is provided at the center of the ladder device 8. The ladder device 8 is closed when the internal space of the ladder device 8 is closed. Since the open / close landing 31 is provided so as to be movable , the ladder device 8 can be used to ascend and descend in the manhole 1, open the landing 31 and move up and down, close the landing 31 and use it as a scaffold, Cleaning and repair work can be performed.

このように本実施例では、請求項2に対応して、隣り合う柱部材24,24間にステップ26を設け、ステップ26は中央側が外側に位置するように形成されているから、ステップ26を用いて昇降することができ、ステップ26の中央側が外側に位置するように形成されているため、梯子装置8における内部空間を広く確保することができる。   As described above, in this embodiment, the step 26 is provided between the adjacent column members 24, 24, and the step 26 is formed so that the center side is located outside. The step 26 is formed so that the center side of the step 26 is located outside, so that a large internal space in the ladder device 8 can be secured.

このように本実施例では、請求項3に対応して、梯子装置8に昇降運搬手段ある吊りバケット81を昇降可能に設けたから、吊りバケット81の内部に清掃したごみや補修部品などを入れて昇降することができる。   As described above, in this embodiment, the ladder device 8 is provided with the lifting bucket 81 serving as the lifting and lowering means so as to be able to ascend and descend, so that cleaned garbage and repair parts are put inside the lifting bucket 81. You can go up and down.

このように本実施例では、請求項5に対応して、上部である着水部3に複数の流入管41,42を接続し、複数の流入管41,42から流入した流入水を、螺旋部6に送る合流案内部50を備えるから、会合用のマンホールを別途に設けることなく、複数の流入管41,42を接続することができ、複数の流入管41,42から流入した流入水を螺旋部6に送ることができる。   As described above, in the present embodiment, the plurality of inflow pipes 41 and 42 are connected to the upper water landing section 3, and the inflow water flowing from the plurality of inflow pipes 41 and 42 is spirally formed. Since the merging guide section 50 for sending to the section 6 is provided, the plurality of inflow pipes 41 and 42 can be connected without separately providing a meeting manhole, and the inflow water flowing from the plurality of inflow pipes 41 and 42 can be connected. It can be sent to the spiral part 6.

このように本実施例では、請求項6に対応して、上部に着水部3を設け、着水部3は、着水外筒部36と、着水外筒部36内に設けた着水内筒部38とを備え、着水外筒部36に複数の流入管41,42を接続し、着水内筒部38が長さ方向に分割されているから、着水内筒部38を分割することにより、マンホール構築時の着水部3内での作業が容易となる。   As described above, in the present embodiment, the water landing section 3 is provided at the upper portion according to the sixth aspect, and the water landing section 3 includes the water landing outer cylinder 36 and the water landing section provided in the water landing outer cylinder 36. The water landing inner tube 38 is provided with a plurality of inflow pipes 41 and 42 connected to the water landing outer tube 36 and the water landing inner tube 38 is divided in the length direction. , The work in the water landing section 3 at the time of constructing the manhole becomes easy.

このように本実施例では、請求項7に対応して、螺旋部6と前記梯子装置8とを仕切る仕切り部たるバッフル71を備えるから、合流案内部50から螺旋部6に落下する流入水が、梯子装置8側へ飛散することなく、その流入水を螺旋部6へと送ることができる。   As described above, in the present embodiment, since the baffle 71 is provided as a partitioning part that separates the spiral part 6 and the ladder device 8 according to the seventh aspect, inflow water that falls from the merging guide part 50 into the spiral part 6 is provided. The inflow water can be sent to the spiral portion 6 without scattering to the ladder device 8 side.

以下、実施例上の効果として、構築前に工場等において、分割した螺旋部6と梯子装置8を、分割外筒部11A,12,12Aに取り付けたから、現場施工が容易となる。また、下の分割内筒部52を据え付けた後、上の分割内筒部51を据え付ける前に、コンクリート部47の打設作業を行うから、施工が容易となる。   Hereinafter, as an effect of the embodiment, since the divided spiral portion 6 and the ladder device 8 are attached to the divided outer cylinder portions 11A, 12 and 12A in a factory or the like before construction, on-site construction is facilitated. In addition, since the concrete section 47 is cast after the lower divided inner cylinder portion 52 is installed and before the upper divided inner cylinder portion 51 is installed, the construction is facilitated.

また、昇降部以外に枠材27を設けることにより、昇降の安全性を確保することができる。さらに、梯子装置8は、四方の柱部材24,24,24,24を有するから、広い空間を確保できる。また、ステップ26と内周面16との間には隙間28を設けることにより、ステップ26に足を掛けたり、ステップ26を手で握ったりすることができる。   In addition, by providing the frame member 27 other than the elevating part, the safety of elevating can be secured. Further, since the ladder device 8 has four pillar members 24, 24, 24, 24, a wide space can be secured. Further, by providing a gap 28 between the step 26 and the inner peripheral surface 16, it is possible to put a foot on the step 26 or to grip the step 26 with a hand.

また、バッフル71の上端面72は仕切り板35に水密に固定され、バッフル71の下端面73は、前記内側上面部18に倣って形成され、該内側上面部18の上に水密に固定され、さらに、バッフル71の端部と着水外筒部36の内周面との間を仕切り板71Aが塞ぐから、落下孔48落下する汚水の梯子装置8側への飛散を防止できる。   Further, an upper end surface 72 of the baffle 71 is fixed to the partition plate 35 in a watertight manner, and a lower end surface 73 of the baffle 71 is formed following the inner upper surface portion 18 and is fixed to the inner upper surface portion 18 in a watertight manner. Further, since the partition plate 71A closes the gap between the end of the baffle 71 and the inner peripheral surface of the water landing outer cylinder 36, it is possible to prevent the sewage of the sewage falling into the drop hole 48 to the ladder device 8 side.

また、水量がわずかな場合でも、上面に凹部17を設けることにより、スムーズな流れが得られる。さらに、螺旋部6を流れる螺旋流が、上下の螺旋部6,6の間の内周面5Nに沿う流れとなり、上段の螺旋部6の下面に達すると、垂設部19のオーバーハング機能により、汚水を内周面5N側に戻し、汚水が梯子装置8側に飛ぶことを防止できる。   Even if the amount of water is small, a smooth flow can be obtained by providing the concave portion 17 on the upper surface. Furthermore, when the spiral flow flowing through the spiral part 6 becomes a flow along the inner peripheral surface 5N between the upper and lower spiral parts 6, 6 and reaches the lower surface of the upper spiral part 6, the overhang function of the vertical part 19 causes The sewage is returned to the inner peripheral surface 5N side, and the sewage can be prevented from flying to the ladder device 8 side.

図13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、この例のマンホール1は着水部3を備えておらず、本体部2の最上段の分割外筒部12Aに前記流入管41を接続し、この流入管41に対応して、バッフル71を設けている。   FIG. 13 shows a second embodiment of the present invention. The same parts as those in the first embodiment are denoted by the same reference numerals, and the description thereof is omitted. The manhole 1 of this embodiment has a water landing section 3. Instead, the inflow pipe 41 is connected to the uppermost divided outer cylindrical portion 12A of the main body 2, and a baffle 71 is provided corresponding to the inflow pipe 41.

このように本実施例においても、上記実施例1と同様な作用・効果を奏する。   As described above, also in the present embodiment, the same operation and effect as those of the first embodiment can be obtained.

また、前記流入管41に対応して、前記バッフル71及び仕切り板71Aを設け、このバッフル71及び仕切り板71Aにより梯子装置8への流入水の飛散を防止している。   Further, the baffle 71 and the partition plate 71A are provided corresponding to the inflow pipe 41, and the baffle 71 and the partition plate 71A prevent splashing of the inflow water into the ladder device 8.

図14〜図15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、この例では吊りバケット81を案内する運搬手段案内部91を梯子装置8に設けている。   FIGS. 14 and 15 show a third embodiment of the present invention. The same parts as those in the above embodiments are denoted by the same reference numerals, and the description thereof will be omitted. The part 91 is provided in the ladder device 8.

図14に示すように、この例の柱部材24は断面略十字形をなし、この柱部材24の内側により前記運搬手段案内部91が構成される。前記運搬手段案内部91は、前記吊りバケット81の角部81Kに対応した形状をなし、吊りバケット81の対角線に位置する角部81K,81Kの間隔より対角線に位置する運搬手段案内部91,91の間隔が広く設定されている。   As shown in FIG. 14, the column member 24 of this example has a substantially cross-shaped cross section, and the inside of the column member 24 constitutes the transportation means guide portion 91. The conveyance means guide portion 91 has a shape corresponding to the corner portion 81K of the hanging bucket 81, and the conveyance means guide portions 91, 91 located diagonally from the interval between the corner portions 81K, 81K located diagonally of the hanging bucket 81. Are set widely.

このように本実施例においても、上記各実施例と同様な作用・効果を奏する。   As described above, also in the present embodiment, the same operation and effect as those of the above-described embodiments are obtained.

また、本実施例では、請求項4に対応して、梯子装置8に、昇降運搬手段たる吊りバケット81を案内する運搬手段案内部91を設けたから、吊りバケット81を安定して昇降することができる。   Further, in the present embodiment, since the ladder device 8 is provided with the transportation means guide portion 91 for guiding the hanging bucket 81 as the lifting and lowering transportation means, the lifting bucket 81 can be stably moved up and down. it can.

さらに、実施例上の効果として、複数の運搬手段案内部91,91,91,91は、吊りバケット81の側部と間隔を置いて挟むことにより、吊りバケット81を案内するものであるから、吊りバケット81の傾動を防止し、安定した昇降が可能になる。尚、運搬手段案内部91は柱部材24の全長に設けられている。   Further, as an effect of the embodiment, the plurality of transporting means guides 91, 91, 91, 91 guide the hanging bucket 81 by sandwiching the side of the hanging bucket 81 at an interval. The tilting of the hanging bucket 81 is prevented, and stable lifting can be performed. Note that the transporting means guide portion 91 is provided on the entire length of the column member 24.

図16〜図20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。   FIGS. 16 to 20 show a fourth embodiment of the present invention, in which the same parts as those in the above embodiments are denoted by the same reference numerals, and description thereof will be omitted.

図16は外面側の連結手段110を示し、図17は内面側の連結手段110を示し、外側凸部21と内側凸部22を設けた上下の部材に、異形鉄筋からなるインサートアンカー111を埋設している。このインサートアンカー111は、外部に開口する雌螺子部112と、該雌螺子部112に一体に設けられた交差方向のアンカー113とを有し、これらアンカー111,113は異形鉄筋などからなる。また、インサートアンカー111,111同士は、連結具であり連結板114と、ボルト115と、ワッシャ116とにより連結され、前記連結板114には、両側にボルト115を挿通する長孔114Aが穿設されて、この長孔114Aは上下方向に長い。   16 shows the connecting means 110 on the outer surface side, and FIG. 17 shows the connecting means 110 on the inner surface side. An insert anchor 111 made of deformed reinforcing bars is embedded in upper and lower members provided with the outer convex portion 21 and the inner convex portion 22. are doing. The insert anchor 111 has a female screw portion 112 that opens to the outside and an anchor 113 in the cross direction provided integrally with the female screw portion 112, and these anchors 111 and 113 are made of deformed reinforcing bars or the like. The insert anchors 111 are connected to each other by a connecting plate 114, a bolt 115, and a washer 116. The connecting plate 114 is provided with a long hole 114A on both sides for inserting the bolt 115. The elongated hole 114A is vertically long.

そして、部材の端部同士を突き合わせ、ボルト115を、ワッシャ116と長孔114Aに挿通し、雌螺子部112に螺合することにより上下の部材を連結固定している。   The ends of the members are abutted with each other, the bolt 115 is inserted through the washer 116 and the elongated hole 114A, and the upper and lower members are connected and fixed by screwing into the female screw portion 112.

前記連結手段110は、円周方向等間隔で複数配置され、この例では、図20に示すように、円周方向に間隔を置いて4箇所設けられている。また、外筒部5側の連結手段110は連結板114を外面に配置し、外筒部5より小径の着水内筒部38の連結手段110は連結板114を内面に配置しており、着水部3内での施工が容易となる。   A plurality of the connecting means 110 are arranged at equal intervals in the circumferential direction. In this example, as shown in FIG. 20, four connecting means are provided at intervals in the circumferential direction. Further, the connecting means 110 on the side of the outer cylinder 5 has the connecting plate 114 arranged on the outer surface, and the connecting means 110 of the landing inner cylinder 38 having a smaller diameter than the outer cylinder 5 has the connecting plate 114 arranged on the inner surface. Construction in the water landing section 3 is facilitated.

また、図18に示すように、着水外筒部36の下部と、仕切り板35と、分割外筒部12Aの上部とに、それぞれインサートアンカー111を設け、前記連結板114に前記長孔114Aを3箇所設け、各長孔114A,114A,114Aにボルト115,115,115を挿通し、これらボルト115,115,115を各インサートアンカー111,111,111に螺合することにより、着水外筒部36の下部と、仕切り板35と、分割外筒部12Aの上部とが、外面に配置した連結板114に連結され、このように3箇所を連結する連結手段110Aを用いている。   As shown in FIG. 18, insert anchors 111 are provided at the lower part of the water landing outer cylinder part 36, the partition plate 35, and the upper part of the divided outer cylinder part 12A, respectively. Are provided at three places, bolts 115, 115, 115 are inserted through the slots 114A, 114A, 114A, and these bolts 115, 115, 115 are screwed into the insert anchors 111, 111, 111, respectively. The lower part of the cylindrical part 36, the partition plate 35, and the upper part of the divided outer cylindrical part 12A are connected to a connecting plate 114 arranged on the outer surface, and the connecting means 110A for connecting the three places is used.

さらに、図19に示すように、梯子装置8の下部をサポート117により外筒部5の内周面5Nに固定しており、前記サポート117は、柱部材24に固定した複数の斜材118と、これら斜材118の下部に固定した横方向の固定部119とを備え、この固定部119を複数の前記インサートアンカー111,ボルト115及びワッシャ116等により外筒部5の内周面5Nに固定している。尚、この例では、図19に示したように、実施例1の分割外筒部11,11Aを一体に形成した分割外筒部11Bを用いている。 Further, as shown in FIG. 19, the lower part of the ladder device 8 is fixed to the inner peripheral surface 5N of the outer tubular portion 5 by a support 117, and the support 117 includes a plurality of diagonal members 118 fixed to the column member 24. And a horizontal fixing portion 119 fixed to a lower portion of the diagonal member 118, and the fixing portion 119 is fixed to the inner peripheral surface 5N of the outer cylindrical portion 5 by a plurality of insert anchors 111, bolts 115, washers 116 and the like. are doing. In this example, as shown in FIG. 19, a divided outer cylinder portion 11B in which the divided outer cylinder portions 11 and 11A of the first embodiment are integrally formed is used.

このように本実施例においても、上記各実施例と同様な作用・効果を奏する。   As described above, also in the present embodiment, the same operation and effect as those of the above-described embodiments are obtained.

図21〜図22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。この例では、吊りバケット81は、縦横格子状のグレーチングからなる。また、柱部材24は山形鋼からなり、その一辺部24Aが平面略へ字形の取付具121に取付けられ、この取付具121は前記インサートアンカー111とボルト115により螺旋部6の内周面16に固定されている。さらに、前記ステップ26の端部は、柱部材24の他辺部24Bに固定され、前記枠材27の端部は、柱部材24の一辺部24Aに固定されている。また、柱部材24の分割箇所を連結部材120により連結している。   FIGS. 21 to 22 show a fifth embodiment of the present invention, in which the same parts as those in the above embodiments are denoted by the same reference numerals, and description thereof will be omitted. In this example, the hanging bucket 81 is formed of vertical and horizontal gratings. The column member 24 is made of angle iron, and one side 24A of the column member 24 is attached to an attachment 121 having a substantially rectangular shape in a plane. The attachment 121 is attached to the inner peripheral surface 16 of the spiral portion 6 by the insert anchor 111 and the bolt 115. Fixed. Further, an end of the step 26 is fixed to the other side 24B of the column member 24, and an end of the frame member 27 is fixed to one side 24A of the column member 24. Further, the divided portions of the column member 24 are connected by a connecting member 120.

また、この例では、螺旋部6は断面略L形をなし、その螺旋部6の凹部17Aは、内側上面部18を設けた縦壁部18Tの外周面18Gと、外筒部5の内周面5Nとの間に形成されている。また、螺旋部6には前記垂設部19は設けられていない。   In this example, the spiral portion 6 has a substantially L-shaped cross section, and the concave portion 17A of the spiral portion 6 has an outer peripheral surface 18G of a vertical wall portion 18T provided with an inner upper surface portion 18 and an inner peripheral surface of the outer cylindrical portion 5. It is formed between the surface 5N. Further, the spiral portion 6 is not provided with the hanging portion 19.

このように本実施例においても、上記各実施例と同様な作用・効果を奏する。また、この例のように凹部17Aの一部を外筒部5の内周面5Nにより構成するようにすることもできる。   As described above, also in the present embodiment, the same operation and effect as those of the above-described embodiments are obtained. Further, as in this example, a part of the concave portion 17A may be constituted by the inner peripheral surface 5N of the outer cylindrical portion 5.

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、外筒部に螺旋部を工場で一体に設けたが、現場で取り付けてもよく、また、梯子装置を現場において取り付けてもよい。さらに、複数設けた踊り場は、枢着式のものを示したが、着脱により開閉するものでもよい。また、吊りバケットの形状は角形以外でも円形などでもよい。さらに、掘削孔92の平面形状は、実施例で示した四角形に限らず、円形,楕円形,5角形以上の多角形,両側の半円部の間に平行な両側壁を設けた長孔形状,平行な両側壁が連続する一定幅のものなどでもよい。また、インサートアンカー111は異形鉄筋以外の各種タイプのものを用いることができ、さらに、アンカー113も異形鉄筋以外の各種タイプのものを用いることができる。   It should be noted that the present invention is not limited to the above embodiments, and various modifications can be made within the scope of the invention. For example, in the embodiment, the spiral part is provided integrally with the outer cylinder part at the factory, but it may be mounted on site or the ladder device may be mounted on site. Further, although the plurality of landings are of the pivot type, they may be opened and closed by attachment and detachment. Further, the shape of the hanging bucket may be other than square or circular. Further, the plane shape of the excavation hole 92 is not limited to the quadrangle shown in the embodiment, but may be a circle, an ellipse, a polygon having more than a pentagon, or a long hole having parallel two side walls between semicircular portions on both sides. , And may have a constant width in which both parallel side walls are continuous. The insert anchor 111 can be of various types other than deformed rebar, and the anchor 113 can be of various types other than deformed rebar.

1 マンホール
2 本体部
3 着水部
5 外筒部
6 螺旋部(螺旋案内路)
8 梯子装置
24 柱部材
26 ステップ
27 枠材
31 踊り場
36 着水外筒部
38 着水内筒部
41,42 流入管
50 合流案内部
71 バッフル(仕切り部)
81 吊りバケット(昇降運搬手段)
91 運搬手段案内部
1 manhole 2 main body 3 water landing section 5 outer cylinder section 6 spiral section (spiral guideway)
8 Ladder device 24 Column member 26 Step 27 Frame material 31 Landing 36 Water landing outer tube 38 Water landing inner tube
41, 42 Inflow pipe 50 Merging guide part 71 Baffle (partition part)
81 Hanging bucket (elevating and lowering means)
91 Transportation means guide

Claims (7)

外筒部と、この外筒部の内部に設けた螺旋部とを備えた螺旋流方式のマンホールにおいて、螺旋部の中央に複数の柱部材を備えた梯子装置を設け、前記梯子装置に、閉状態で該梯子装置の内部空間を閉めて足場になると共に、開状態で前記内部空間を開いて上下に移動可能にする開閉式の踊り場を設けたことを特徴とするマンホール。 In a spiral flow type manhole including an outer cylinder portion and a spiral portion provided inside the outer cylinder portion, a ladder device including a plurality of column members is provided at the center of the spiral portion, and the ladder device is closed. A manhole provided with an open / close landing that closes the internal space of the ladder device in a state and becomes a scaffold and opens the internal space in an open state to be movable up and down . 隣り合う前記柱部材間にステップを設け、前記ステップは中央側が外側に位置するように形成されていることを特徴とする請求項1記載のマンホール。 The manhole according to claim 1, wherein a step is provided between the adjacent column members, and the step is formed such that a center side is located outside. 前記梯子装置に昇降運搬手段を昇降可能に設けたことを特徴とする請求項1又は2記載のマンホール。 The manhole according to claim 1 or 2, wherein an elevating / lowering means is provided on the ladder device so as to be able to ascend and descend. 前記梯子装置に、前記昇降運搬手段を案内する運搬手段案内部を設けたことを特徴とする請求項3記載のマンホール。 4. The manhole according to claim 3, wherein the ladder device is provided with a conveyance means guiding portion for guiding the lifting / lowering conveyance means. 上部に複数の流入管を接続し、複数の流入管から流入した流入水を、前記螺旋部に送る合流案内部を備えることを特徴とする請求項1〜4のいずれか1項に記載のマンホール。 The manhole according to any one of claims 1 to 4, wherein a plurality of inflow pipes are connected to an upper portion of the manhole, and a merging guide section that sends inflow water flowing from the plurality of inflow pipes to the spiral portion is provided. . 上部に着水部を設け、前記着水部は、着水外筒部と、前記着水外筒部内に設けた着水内筒部とを備え、前記着水外筒部に前記複数の流入管を接続し、前記着水内筒部が長さ方向に分割されていることを特徴とする請求項5記載のマンホール。 A water landing portion is provided at an upper portion, the water landing portion includes a water landing outer cylinder portion, and a water landing inner cylinder portion provided in the water landing outer cylinder portion, and the plurality of inflows into the water landing outer cylinder portion. The manhole according to claim 5, wherein a pipe is connected, and the inner landing portion is divided in a length direction. 前記螺旋部と前記梯子装置とを仕切る仕切り部を備えることを特徴とする請求項5又は6記載のマンホール。 The manhole according to claim 5, further comprising a partition part that partitions the spiral part and the ladder device.
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