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JP5066658B2 - Water channel opening and closing device and water channel drought method - Google Patents
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JP5066658B2 - Water channel opening and closing device and water channel drought method - Google Patents

Water channel opening and closing device and water channel drought method Download PDF

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JP5066658B2
JP5066658B2 JP2007270667A JP2007270667A JP5066658B2 JP 5066658 B2 JP5066658 B2 JP 5066658B2 JP 2007270667 A JP2007270667 A JP 2007270667A JP 2007270667 A JP2007270667 A JP 2007270667A JP 5066658 B2 JP5066658 B2 JP 5066658B2
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water channel
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closing device
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opening
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寛志 佐藤
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本発明は、上水又は下水で常時流水のある断水不可能な開渠型又は暗渠型の流水を止めることなく水路修復工事又は水路の切替え流路変更工事又は水路の耐震補強工事などに使用される水路開閉装置、及び水路開閉装置を使用して前記の工事を行なう作業エリアを渇水状態にできる水路渇水方法に関する。The present invention can be used for waterway restoration work, waterway switching flow path change work, or waterway seismic reinforcement work without stopping unstoppable open-type or culvert-type water flow that always flows with water or sewage. The present invention relates to a water channel opening / closing device and a water channel drought method capable of bringing a work area where the above-described construction is performed into a drought state using the water channel switching device.

地震や災害或いは事故等で上水又は下水の管路が損傷した場合、損傷した部分の復旧工事、又は管路が古くなり取替える工事に上水又は下水管の水流を止めずに工事が出来る特許文献1記載の管路開閉装置、又は特許文献2記載の上水又は下水用管路開閉装置と一体化された内導管式加圧作動開閉耐重圧蓋装置を使用した上水又は下水用管路復旧工法がある、また特許文献3記載の筒状可変形導管及び下水用管路仮管工事方法がある。
特許番号第2900022号 特開2007−002644 特願2007−208581
Patents that allow construction without stopping the water flow in the water or sewage pipe when the pipeline of the water or sewage is damaged due to an earthquake, disaster or accident, etc. Pipeline for water supply or sewage using an internal conduit type pressure actuated opening / closing heavy pressure lid device integrated with a pipe switchgear described in Document 1 or a water supply or sewage line switchgear described in Patent Document 2. There is a restoration method, and there is a tubular variable pipe and a sewage pipe temporary pipe construction method described in Patent Document 3.
Patent No.2900022 JP2007-002644 Japanese Patent Application No. 2007-208581

しかしながら、上下水道の上水又は下水の管路が損傷した部分の復旧工事、管路が古くなり取替える工事、又は管路の新設に伴う流路変更工事などに対応した特許文献1記載の上水又は下水用管路復旧工法に使用される管路開閉装置、又は特許文献2記載の上水又は下水用管路開閉装置と一体化された内導管式加圧作動開閉耐重圧蓋装置は共に円形筒状であるため、工事部分の管路が円形の筒型形状にのみ適用するものであり、工事部分の水路の断面形状がBOX型、卵型、馬蹄型の水路には対応できない問題がある。However, the water supply described in Patent Document 1 corresponding to restoration work for damaged parts of water supply or sewerage water supply or sewage, work to replace old pipes, or work to change flow paths due to the new construction of pipes. Alternatively, the pipe opening / closing device used in the sewage pipe restoration method, or the inner conduit type pressure actuated opening / closing heavy pressure lid device integrated with the water / sewage pipe opening / closing device described in Patent Document 2 is both circular. Since it is cylindrical, the construction part can be applied only to a circular cylindrical shape, and the cross-sectional shape of the construction part is not compatible with BOX type, egg type, or horseshoe type waterways. .

また、近年、都市開発などに伴うインフラストラクチャーの整備で地下鉄工事に伴う水路の移設、新設、又は都市開発に伴う高架橋の高架柱工事に伴う水路の移設、新設、又は地震に備えた古い水路の耐震補強工事は緊急性を要するなど、水路の整備が行われている。前記の工事を行う部分には断水不可能な生活用水・雨水が流れており、さらに水路断面の大きさは水路を流れる最大流量を想定して設計され、構築されていることから、水路断面の大きい水路内の流水は多量になることも考えられる。よって前記の工事を行う場合は多量の流水を想定した方法で作業エリアを渇水状態にする必要があるが、従来の方法では工事部分の管路の断面形状が円形の筒型形状に適用するものであり、BOX型、卵型、馬蹄型で多量の流水が想定される水路内の必要な作業エリアを渇水状態にできない問題がある。In addition, in recent years, the development of infrastructure associated with urban development has led to the relocation and construction of waterways associated with subway construction, or the relocation, new construction of waterways associated with construction of elevated viaducts associated with urban development, or old waterways prepared for earthquakes. Seismic reinforcement works are urgently needed and waterways are being developed. Because the water for daily use and rainwater that cannot be cut off flows in the part where the above construction is performed, and the size of the channel cross section is designed and constructed assuming the maximum flow rate flowing through the water channel, It is conceivable that the amount of running water in a large channel will be large. Therefore, when performing the above construction, it is necessary to make the work area drought by a method that assumes a large amount of flowing water, but in the conventional method, the cross-sectional shape of the pipe section of the construction part is applied to a circular cylindrical shape In addition, there is a problem that a necessary work area in a water channel in which a large amount of running water is assumed, such as a BOX type, an egg type, and a horseshoe type, cannot be drought.

上記問題を解決するため、常時流水があり、又多量の流水が想定される開渠型又は暗渠型の水路で、それぞれの水路断面に近似する形状を有するパネルからなる水路開閉装置本体(図1、図2、図3)と、前記水路の側壁と前記水路開閉装置本体のいずれにも沿うように配置された本体固定ジグ(図23、図24)と、前記本体固定ジグを前記水路側壁に固定するためのジグ固定金物(図6)と、前記水路開閉装置本体と前記本体固定ジグを合体するための合体用金物(図7、図8)を有し、前記水路を閉塞する機能を具備する水路開閉装置を使用すれば、前記水路の復旧しようとする部分の流水を一時せきとめ渇水状態にする、又は流すことができることを特徴とする水路開閉装置を発明した。In order to solve the above-mentioned problem, a main body of a water channel opening and closing device comprising a panel having a shape approximating the cross section of each water channel in an open channel or underwater channel where there is always flowing water and a large amount of flowing water is assumed (FIG. 1). 2 and 3), a main body fixing jig (FIGS. 23 and 24) arranged along both the side wall of the water channel and the main body of the water channel opening / closing device, and the main body fixing jig on the side wall of the water channel It has a jig fixing hardware (FIG. 6) for fixing, a metal fitting for combining the water channel opening / closing device main body and the main body fixing jig (FIGS. 7 and 8), and has a function of closing the water channel. The present invention has invented a water channel opening and closing device characterized in that if a water channel opening and closing device is used, the flowing water of the portion of the water channel to be restored can be temporarily clogged or flown.

まず、前記水路の側壁26と前記水路開閉装置本体のいずれにも沿うように配置された前記本体固定ジグは前記本体固定ジグにおける長さ方向に垂直な断面は、前記水路開閉装置本体と前記水路側壁に対向する面を有するL字型を呈し、前記水路開閉装置本体側および前記水路側に対向する面のそれぞれに、止水ゴム19が一体に取付けられている。前記本体固定ジグを前記水路の相対するそれぞれの壁面に固定するためにジグ固定金物を使用する。前記ジグ固定金物は、ボルトを押通するための第一の貫通孔22と雌ネジが設けられてなる第二の貫通孔20を具備する。第一の貫通孔に押通されたボルト28bは、予め前記水路の壁側に設けられてなるメスネジ穴27に螺合され、前記ジグ固定金物は前記水路壁面に固定される。次に、前記水路壁面に固定されたジグ固定金物に本体固定ジグを取付け、ジグ固定金物が具備する第二の貫通孔に螺合されてなるボルト29を締付ければ、図9に示すように前記本体固定ジグを前記壁面に押付け、前記本体固定ジグに一体に取付けられた前記止水ゴムを前記壁側に押付け圧縮密着し、相対する壁面と相対する壁面にそれぞれ取付けられた前記本体固定ジグの間を閉塞することができる(図12)。First, the main body fixing jig disposed along both the side wall 26 of the water channel and the main body of the water channel opening / closing device is perpendicular to the length direction of the main body fixing jig. An L-shape having a surface facing the side wall is provided, and a water stop rubber 19 is integrally attached to each of the surface facing the water channel opening / closing device main body side and the water channel side. In order to fix the main body fixing jig to the opposing wall surfaces of the water channel, jig fixing hardware is used. The jig fixing hardware includes a first through hole 22 for pushing a bolt and a second through hole 20 provided with a female screw. The bolt 28b pushed through the first through hole is screwed into a female screw hole 27 provided in advance on the wall side of the water channel, and the jig fixing hardware is fixed to the water channel wall surface. Next, when a main body fixing jig is attached to a jig fixing hardware fixed to the wall surface of the water channel, and a bolt 29 screwed into a second through hole provided in the jig fixing hardware is tightened, as shown in FIG. The main body fixing jig is pressed against the wall surface, the water-stopping rubber integrally attached to the main body fixing jig is pressed against the wall side, and is compressed and brought into close contact with each other, and the main body fixing jig is attached to the opposite wall surface. Can be occluded (FIG. 12).

次に、前記水路の復旧しょうとする部分の相対する壁面にそれぞれ前記ジグ固定金物で固定された前記本体固定ジグに前記水路開閉装置本体を取付けるために合体用金物を使用する。前記合体用金物はボルトを押通するための第三の貫通孔23が少なくとも一箇所と雌ネジが設けられてなる第四の貫通孔25を具備する。まず、図9に示すように前記第三の貫通孔に押通されたボルト28aで、予め前記水路開閉装置本体に設けられてなるメスネジ穴11に螺合し、前記水路開閉装置本体を固定する。次に、前記第四の貫通孔に螺合されてなるボルト30で、前記本体固定ジグを前記水路開閉装置本体に押付けることにより、前記本体固定ジグに一体に取付けられた前記止水ゴムを前記水路開閉装置本体に押付け、前記本体固定ジグに一体に取付けられた前記止水ゴムと前記水路開閉装置本体は圧縮密着し、前記水路開閉装置本体と前記本体固定ジグの間を閉塞することができる(図13)。Next, a metal fitting for combination is used to attach the water channel opening / closing device main body to the main body fixing jig fixed to the wall surface facing the portion to be restored of the water channel with the jig fixing hardware. The metal fitting for merging includes a fourth through hole 25 in which a third through hole 23 for pushing a bolt is provided with at least one female screw. First, as shown in FIG. 9, a bolt 28a pushed through the third through hole is screwed into a female screw hole 11 provided in the water channel opening / closing device body in advance, and the water channel opening / closing device body is fixed. . Next, the water stop rubber integrally attached to the main body fixing jig is attached to the main body fixing jig by pressing the main body fixing jig against the main body of the water channel opening / closing device with a bolt 30 screwed into the fourth through hole. The water stop rubber pressed against the water channel opening / closing device main body and integrally attached to the main body fixing jig and the water channel opening / closing device main body are compressed and adhered, and the space between the water channel opening / closing device main body and the main body fixing jig may be closed. Yes (FIG. 13).

前記水路開閉装置本体は前記水路開閉装置本体の下部、または下部及び上部に止水ゴム9,12が取付けられている。さらに、前記水路開閉装置本体は水路開閉装置本体上部2と水路開閉装置本体下部1を有し、水路開閉装置本体上部2と水路開閉装置本体下部1の接点はちょうつがい14接続され一体となっている。また前記水路開閉装置本体には水路開閉装置本体上部2と水路開閉装置本体下部1をつなぐ複動式油圧シリンダーが取付け可能な構造が付与され、着脱可能な複動式油圧シリンダー13が取付けられた状態では、複動式油圧シリンダーの複動力で水路開閉装置本体上部2を垂直まで起こす、又は下方に倒すことができる。The water channel opening / closing device body has water stop rubbers 9 and 12 attached to the lower part or the lower and upper parts of the water channel opening / closing device body. Further, the water channel switch main body has a water channel switch main body upper part 2 and a water channel switch main body lower part 1, and the contact between the water channel switch main body upper part 2 and the water channel switch main body lower part 1 is connected by a hinge 14 and integrated. Yes. In addition, a structure in which a double-acting hydraulic cylinder connecting the water channel opening / closing apparatus main body upper part 2 and the water channel opening / closing apparatus main body lower part 1 can be attached is attached to the water channel opening / closing device main body, and a detachable double-acting hydraulic cylinder 13 is attached. In the state, it is possible to raise the water channel opening / closing device main body 2 up to the vertical by the double power of the double-acting hydraulic cylinder or to bring it down.

前記水路が暗渠型の場合は、0006記載のように、前記本体固定ジグを前記ジグ固定金物とボルトで前記暗渠型水路の復旧しょうとする部分の相対する壁面にそれぞれ固定する(図12)。そして、0007記載のように前記本体固定ジグを前記合体用金物とボルトで前記水路開閉装置本体に押付け固定する作業は、0008に記載された、着脱可能な複動式油圧シリンダー13を取外し、前記水路開閉装置本体の前記水路開閉装置本体上部2を下方に倒した状態で行う(図13)。前記作業が完了後、0008に記載された、前記水路開閉装置本体に着脱可能な複動式油圧シリンダーを取付け、複動式油圧シリンダーの複動力で前記水路開閉装置本体上部2を起こす。前記水路開閉装置本体は前記水路開閉装置本体を取付ける部分の前記暗渠型水路内の天井高さ寸法より前記水路開閉装置本体の高さ寸法を大きくしたことで、前記水路開閉装置本体上部2の上部に取付けられた止水ゴム9が前記暗渠型水路内の天井部分に接触し、さらに前記複動式油圧シリンダーの動力で前記水路開閉装置本体上部2を垂直まで起こすと前記水路開閉装置本体が下方に押付けられ、前記水路開閉装置本体の上部と下部に取付けられた止水ゴム9,12は、前記暗渠型水路の天井部分と床部分に圧縮密着し、前記水路開閉装置本体と前記暗渠型水路の天井部分と床部分の間を閉塞することができる(図15)。又前記水路が開渠型の場合は前記水路開閉装置本体の水路開閉装置本体下部1の上部に加重すれば前記水路開閉装置本体と床部分の間を閉塞することができる。In the case where the water channel is a culvert type, as described in 0006, the main body fixing jig is fixed to the opposing wall surfaces of the portion to be restored of the culvert type water channel with the jig fixing hardware and bolts (FIG. 12). Then, as described in 0007, the operation of pressing and fixing the main body fixing jig to the water channel opening / closing device main body with the uniting hardware and bolts is performed by removing the detachable double-acting hydraulic cylinder 13 described in 0008, The water channel opening / closing device main body upper portion 2 of the water channel opening / closing device main body is tilted downward (FIG. 13). After the operation is completed, a detachable double-acting hydraulic cylinder described in 0008 is attached to the water-channel opening / closing apparatus main body, and the water-channel opening / closing apparatus main body upper part 2 is raised by the double power of the double-acting hydraulic cylinder. The channel opening / closing device main body has an upper portion of the channel opening / closing device main body upper portion 2 by making the height dimension of the channel opening / closing device body larger than the height of the ceiling in the culvert type water channel of the portion where the channel opening / closing device body is attached. When the water stop rubber 9 attached to the ceiling contacts the ceiling portion of the underdrain type waterway, and the upper part 2 of the waterway switchgear main body 2 is raised vertically by the power of the double-acting hydraulic cylinder, the waterway switchgear main body is moved downward. The waterproof rubbers 9 and 12 attached to the upper and lower portions of the water channel switch main body are compressed and adhered to the ceiling portion and the floor portion of the culvert type water channel, and the water channel switch device main body and the culvert type water channel It is possible to close the space between the ceiling portion and the floor portion (FIG. 15). In the case where the water channel is an open type, the space between the water channel switch main body and the floor can be closed by applying a load to the upper portion of the water channel switch main body lower portion 1 of the water channel switch main body.

よって、前記水路が暗渠型の場合は、0006記載のように、前記本体固定ジグを前記ジグ固定金物とボルトで前記暗渠型水路の復旧しょうとする部分の相対する壁面にそれぞれ固定すれば、前記本体固定ジグに一体に取付けられた前記止水ゴムを前記壁側に押付け圧縮密着し、前記暗渠型水路の復旧しょうとする部分の相対する壁面と前記本体固定ジグの間は閉塞される。次に0007記載のように前記本体固定ジグを前記合体用金物とボルトで前記水路開閉装置本体に押付ければ、前記本体固定ジグに一体に取付けられた前記止水ゴムと前記水路開閉装置本体は圧縮密着し、前記水路開閉装置本体と前記本体固定ジグの間も閉塞される。次の手順で、0009記載のように、前記水路開閉装置本体に取付けられた複動式油圧シリンダーの複動力で前記水路開閉装置本体上部2を垂直まで起こせば、前記水路開閉装置本体の上部と下部に取付けられた止水ゴム9,12は、前記暗渠型水路の天井部分と床部分に圧縮密着し、前記暗渠型水路の天井部分と床部分を閉塞することができる、また前記水路が開渠型の場合は、前記水路開閉装置本体の水路開閉装置本体下部1の上部に加重すれば前記水路開閉装置本体と床部分の間を閉塞することができることで、前記水路の復旧しようとする部分の流水は前記水路開閉装置により遮蔽され、前記水路の流水は一時堰き止めることができる。Therefore, when the water channel is a culvert type, as described in 0006, if the body fixing jig is fixed to the opposing wall surface of the portion to be restored of the culvert type water channel with the jig fixing hardware and bolt, The water-stopping rubber integrally attached to the main body fixing jig is pressed against and pressed against the wall side, and the space between the opposing wall surface and the main body fixing jig of the portion to be restored of the culvert channel is closed. Next, as described in 0007, if the main body fixing jig is pressed against the water channel opening / closing device main body with the uniting hardware and bolt, the water stop rubber and the water channel opening / closing device main body integrally attached to the main body fixing jig are It is compressed and adhered, and the water channel opening / closing device main body and the main body fixing jig are also closed. In the following procedure, as described in 0009, if the upper part 2 of the waterway switch body is raised vertically by the double power of the double acting hydraulic cylinder attached to the waterway switch body, the upper part of the waterway switch body The waterproof rubbers 9 and 12 attached to the lower part are compressed and adhered to the ceiling part and the floor part of the culvert channel and can close the ceiling and floor part of the culvert channel, and the channel is opened. In the case of a saddle type, if the upper part of the lower part 1 of the waterway switch main body of the waterway switchgear body is weighted, the part between the waterway switchgear main body and the floor portion can be closed, so that the waterway is restored. The flowing water is shielded by the water channel opening and closing device, and the flowing water in the water channel can be temporarily blocked.

さらに、前記水路開閉装置本体には、すくなくとも1箇所の通水用貫通孔17と、油圧装置または水圧装置の少なくともいずれかにより前記通水用貫通孔を開閉する機能を具備する加圧作動開閉耐重圧蓋3が、前記通水用貫通孔の部分に補強リブを介して接合されてなる第一の筒管16に取付けられている。0010記載のように、前記水路の復旧しようとする部分の流水が前記水路開閉装置により遮蔽された状態で、前記加圧作動開閉耐重圧蓋3を油圧装置または水圧装置の少なくともいずれかにより開放すれば、前記遮蔽されている流水を流すことができる(図13)。また、前記水路開閉装置本体の持つすべての前記加圧作動開閉耐重圧蓋3を油圧装置または水圧装置の少なくともいずれかにより閉塞すれば、前記流水を遮蔽することができる(図14)。Further, the water passage opening / closing device body has a pressure-operated opening / closing resistance having a function of opening / closing the water passage through hole 17 by at least one of the water passage through hole 17 and at least one of a hydraulic device and a hydraulic device. A heavy pressure lid 3 is attached to a first tube 16 that is joined to a portion of the water passage through hole via a reinforcing rib. As described in 0010, in the state where the flowing water of the portion to be restored of the water channel is shielded by the water channel opening / closing device, the pressurizing operation opening / closing heavy pressure-resistant lid 3 is opened by at least one of a hydraulic device and a water pressure device. If so, the shielded running water can flow (FIG. 13). Moreover, if all the pressurization opening / closing heavy pressure-resistant lids 3 of the water channel opening / closing device main body are closed by at least one of a hydraulic device and a water pressure device, the flowing water can be shielded (FIG. 14).

また、前記水路開閉装置の持つ水路開閉装置本体は水路開閉装置本体と補強リブで接合された第二の筒管6を持つ。一対の前記水路開閉装置を図17に示すように水路の復旧部分のそれぞれの対向する位置に設置し、設置されたそれぞれの前記水路開閉装置本体の持つ前記第二の筒管の中間を図18にしめすように連結管38,39,40で接続し、一体にできる。The channel opening / closing device main body of the channel opening / closing device has a second tube 6 joined to the channel opening / closing device main body by a reinforcing rib. As shown in FIG. 17, a pair of the water channel opening and closing devices are installed at respective opposing positions of the restored portion of the water channel, and the middle of the second cylindrical tube of each of the installed water channel opening and closing device bodies is shown in FIG. It can be connected by connecting pipes 38, 39, and 40 so as to be integrated.

請求項1から請求項7のいずれかに記載された水路開閉装置を常時流水のある開渠型又は暗渠型水路の復旧部分の上流部分と下流部分に、0011に記載されている前記水路開閉装置本体に取付けられた前記加圧作動開閉耐重圧蓋3を開放状態にして、図17に示すように、それぞれ対向するように設置する。次に、0012記載のように、前記水路開閉装置の中間部分に前記水路開閉装置本体が持つ前記第二の筒管連結管38,39,40を図18に示すように接続する。次に、前記水路開閉装置本体が持つすべての前記加圧作動開閉耐重圧蓋13を閉鎖すれば、前記開渠型又は暗渠型水路の復旧部分の流水は前記連結管内を流れ、前記開渠型又は暗渠型水路の復旧部分の上流部分と下流部分にそれぞれ対向するように設置された前記水路開閉装置の中間部分は水のない渇水エリア45を確保できることを特徴とする水路渇水方法The waterway opening and closing device according to any one of claims 1 to 7, wherein the waterway opening and closing device described in 0011 is provided at an upstream portion and a downstream portion of a restoration portion of an open channel type or underdrain type water channel having a constantly flowing water. The pressure-acting opening / closing heavy pressure-resistant lid 3 attached to the main body is opened and installed so as to face each other as shown in FIG. Next, as shown in FIG. 18, connecting pipes 38, 39, and 40 are connected to the second cylindrical pipe of the main body of the water channel opening / closing device at an intermediate portion of the water channel opening / closing device as shown in FIG. 18. Then, if closing all of said pressurized hydraulic opening閉耐pressure lid 13 held by the water channel opening and closing device body, running water recovery portion of the Hirakimizo type or culvert type water channel flows inside the connecting pipe, the Hirakimizo A water channel drought method characterized in that a water-free drought area 45 can be secured in an intermediate portion of the water channel opening and closing device installed so as to face an upstream portion and a downstream portion of a restoration portion of a mold or underwater channel.

以上の通り、本発明の水路開閉装置を発明したことにより従来困難であった、常時流水があり、又多量の流水が想定される開渠型水路又は暗渠型水路の復旧工事部分で水路断面に近似する形状を有する水路開閉装置を設置すれば、水路内の流水を止める、又は流すことができるため、水路開閉装置を使用した水路復旧方法で0004記載の都市開発などに伴うインフラストラクチャーの整備、又は地震に備えた古い水路の耐震補強工事などで常時流水があり、又多量の流水が想定される水路の復旧部分で工事を行うための作業エリアを渇水状態にして安全で衛生的な作業環境を構築できることから、事前に作業手順計画を立案して計画的に水路の復旧部分の工事を進めることが可能となる。As described above, the cross-section of the channel is shown in the restoration construction part of the open channel or underdrain channel where there is always flowing water and a large amount of flowing water, which has been difficult in the past by inventing the channel opening and closing device of the present invention. By installing a waterway switch with an approximate shape, it is possible to stop or flow the water in the waterway, so that the infrastructure development accompanying urban development described in 0004 in the waterway restoration method using the waterway switch, Or, there is always running water due to seismic reinforcement work of old waterways prepared for earthquakes, etc., and the work area for construction at the restoration part of the waterway where a large amount of water flow is assumed is drought and a safe and sanitary work environment Therefore, it is possible to plan the work procedure plan in advance and proceed with the construction of the restoration part of the waterway systematically.

以下に、本発明の水路開閉装置を使用した水路復旧方法について説明する、ここでは暗渠型水路の復旧工事作業エリア部分の流水を遮断し、復旧部分の作業エリアを水のない状態にする方法を説明する。また0032から0045に記載された説明は水路復旧方法を使用した排水路の流路変更方法である。Below, the waterway restoration method using the waterway opening and closing device of the present invention will be described. Here, a method of shutting off the flowing water in the restoration work area of the underdrain type waterway and making the work area of the restoration part water-free. explain. Further, the description described in 0032 to 0045 is a method for changing the flow path of the drainage channel using the water channel restoration method.

復旧しようとする前記水路48の上部に図17に示すように水路開閉装置などを搬入するための開口部41を設ける、また送風換気用、及び作業員の出入り口用開口部42を設ける。As shown in FIG. 17, an opening 41 for carrying a water channel opening / closing device and the like is provided at the upper part of the water channel 48 to be restored, and an opening 42 for ventilation ventilation and a worker entrance / exit is provided.

次に、復旧しようとする既設水路内部31の天井部分に図10に示すように天井走行ホイスト43用の天井ホイスト走行ビーム32を水路開閉装置が設置される範囲に、図17に示すように設置する。Next, as shown in FIG. 17, the ceiling hoist travel beam 32 for the ceiling travel hoist 43 is installed in the ceiling portion of the existing water channel interior 31 to be restored as shown in FIG. To do.

次に、天井走行ホイスト43を図11、図17に示すように、天井ホイスト走行ビーム32に取付ける。Next, the overhead traveling hoist 43 is attached to the overhead hoist traveling beam 32 as shown in FIGS.

まず、前記水路の復旧しょうとする部分の上流部と下流部の相対する壁面26の各所定位置に、図23、図24に示す本体固定ジグをジグ固定金物21で固定するための締付けボルト28b受け用にメスアンカー27を打つ。First, tightening bolts 28b for fixing the main body fixing jig shown in FIGS. 23 and 24 with the jig fixing hardware 21 at predetermined positions of the wall surfaces 26 facing the upstream portion and the downstream portion of the portion to be restored of the water channel. The female anchor 27 is hit for receiving.

次に、天井走行ホイスト43を使用し、各本体固定ジグを前記水路の復旧しょうとする部分の上流部と下流部の各所定位置まで移動し、0006に記載されたように、ジグ固定金物21の第一の貫通孔にボルト28bを押通し、予め前記水路の壁側に設けられてなるメスアンカー27に螺合して、ジグ固定金物を前記水路壁面の所定位置に固定する。次に、前記水路壁面に固定されたジグ固定金物に本体固定ジグを取付け、ジグ固定金物が具備する第二の貫通孔に螺合されてなるボルト29を締付け、図9に示すように前記本体固定ジグを前記水路壁面に押付け、前記本体固定ジグに一体に取付けられた前記止水ゴムを前記水路壁側に押付け圧縮密着させ、相対する壁面にそれぞれ固定された本体固定ジグと前記水路壁の間を閉塞する(図12)。Next, using the overhead traveling hoist 43, the main body fixing jigs are moved to respective predetermined positions in the upstream portion and the downstream portion of the portion to be restored of the water channel, and as described in 0006, the jig fixing hardware 21 is moved. The bolt 28b is pushed through the first through-hole and is screwed into a female anchor 27 provided in advance on the wall side of the water channel to fix the jig fixing hardware at a predetermined position on the wall surface of the water channel. Next, a main body fixing jig is attached to a jig fixing metal fixed to the wall surface of the water channel, and a bolt 29 screwed into a second through hole provided in the jig fixing metal is tightened. As shown in FIG. A fixing jig is pressed against the wall surface of the water channel, and the water stop rubber integrally attached to the main body fixing jig is pressed against the water channel wall so as to be compressed and brought into close contact with each other. The gap is closed (FIG. 12).

次に、前記水路の復旧しょうとする部分の上流部に設置する水路開閉装置本体の水路開閉装置上部2の部分に取付けられた複動式油圧シリンダー13を取外し、図14に示すように水路開閉装置上部2をちょうつがい部分14から折りたたんだ状態で、天井走行ホイスト43に吊り込む。Next, the double-acting hydraulic cylinder 13 attached to the upper part 2 of the waterway opening / closing device of the waterway opening / closing device main body installed upstream of the portion to be restored is removed, and the waterway opening / closing as shown in FIG. The apparatus upper part 2 is hung on the overhead traveling hoist 43 in a state where the apparatus upper part 2 is folded from the hinge part 14.

また、0021に記載された状態で水路開閉装置本体の移動、また据付時は、復旧しようとする前記水路内は常時流水があるため、水路開閉装置本体に取付けられた加圧作動開閉耐重圧蓋3を、図17に示すように開放状態にして流水の抵抗を少なくして、前記水路の復旧しょうとする部分の上流部と下流部の所定位置の相対する壁面にそれぞれ設置固定された本体固定ジグの位置に移動させる。In addition, when the waterway switch body is moved or installed in the state described in 0021, there is always flowing water in the waterway to be restored. 17 is opened to reduce the resistance of flowing water as shown in FIG. 17, and the main body fixed to each of the upstream and downstream portions of the wall where the water channel is to be restored are fixed to each other at predetermined positions. Move to the jig position.

次に、0020記載のように設置固定された本体固定ジグと水路開閉装置本体を仮合体して、0007に記載のように、合体用金物の第三の貫通孔にボルト28aを押通し、予め水路開閉装置本体に設けられてなるメスネジ穴11に螺合し、水路開閉装置本体を本体固定ジグに仮固定する。次に、第四の貫通孔に螺合されてなるボルト30で、本体固定ジグを水路開閉装置本体に押付仮固定する。(図13)Next, the main body fixing jig installed and fixed as described in 0020 and the water channel opening / closing device main body are temporarily combined, and as described in 0007, the bolt 28a is pushed through the third through hole of the metal fitting for combining, The water channel opening / closing device body is screwed into a female screw hole 11 to temporarily fix the water channel opening / closing device body to the body fixing jig. Next, the main body fixing jig is pressed and temporarily fixed to the main body of the water channel opening and closing device with a bolt 30 screwed into the fourth through hole . (Fig. 13)

次に、締付け用ボルト受け金物を持つ連結管(左)38、締付け用ボルト受け金物を持つ連結管(右)40及び押し輪接続用連結管39を天井走行ホイスト43で移動し、図17に示す位置に仮置きする。Next, the connecting pipe (left) 38 having the fastening bolt receiver, the connecting pipe (right) 40 having the fastening bolt receiver and the connecting ring 39 for connecting the push wheel are moved by the overhead traveling hoist 43, and FIG. Temporary placement at the indicated position.

次に、前記水路の復旧しょうとする部分の下流部に設置する水路開閉装置本体を前記0021から0023に記載された手順と同様の作業を行えば図17に示すように、前記水路の復旧しょうとする部分の上流部と下流部にそれぞれ水路開閉装置が設置された状態となる。Next, if the same operation as the procedure described in the above-mentioned 0021 to 0023 is performed on the main body of the waterway opening and closing device installed in the downstream part of the part to be restored, the waterway will be restored as shown in FIG. It becomes the state by which the water channel opening and closing device was each installed in the upstream part and downstream part of the part to make.

次に、図17に示すように設置された2台の水路開閉装置の間に連結管38、40と押し輪接続用連結管39を天井走行ホイスト43を使用して組立てる。Next, as shown in FIG. 17, the connecting pipes 38, 40 and the push wheel connecting connecting pipe 39 are assembled using the overhead traveling hoist 43 between the two water channel opening / closing devices installed.

まず、図22に示すように、水路開閉装置本体の持つ第二の筒管6部分と締付け用ボルト受け金物53を持つ連結管(左)38を締付け用ボルト金物52で接続締付けする、また、他方の水路開閉装置本体の持つ第二の筒管6部分と締付け用ボルト金物53を持つ連結管(右)40を締付け用ボルト金物52で接続締付けし、さらに連結管(左)38と連結管(右)40の接合部分にそれぞれ押し輪止水ゴム57をはめ込み、押し輪リング55と一体化された片側自在固定締付け用ボルト受け56と押し輪接続用連結管39に一体化された片側自在固定締付け用ボルト54で接続締付けすれば、両端の水路開閉装置本体、連結管(左)38、押し輪接続用連結管39と連結管(右)40は止水された接続で一体化し、図18に示すようになる。First, as shown in FIG. 22, the connecting pipe (left) 38 having the second cylindrical pipe 6 portion of the water channel opening / closing device main body and the fastening bolt receiving metal 53 is connected and tightened with the fastening bolt metal 52, The connecting pipe (right) 40 having the second cylindrical pipe 6 of the other water channel switch body and the fastening bolt metal 53 is connected and tightened with the fastening bolt metal 52, and further, the connecting pipe (left) 38 and the connecting pipe are connected. (Right) A push ring water stop rubber 57 is fitted into each of the joint portions 40, and a unilateral universal fixed fastening bolt receiver 56 integrated with the push ring 55 and a unidirectional link integrated with the push ring connecting pipe 39. If the connection bolts are tightened with the fixing bolts 54, the water passage opening / closing device main body, the connecting pipe (left) 38, the press ring connecting connecting pipe 39 and the connecting pipe (right) 40 at both ends are integrated with a water-stopped connection. As shown in 18

次に、天井走行ホイスト用レール32を図18に示す位置まで取外す。Next, the overhead traveling hoist rail 32 is removed to the position shown in FIG.

次に、前記水路の復旧しょうとする部分の上流部と下流部に設置されたそれぞれの水路開閉装置の水路開閉装置上部2を手動で起こし、取外された複動式油圧シリンダー13を再度取付け、0008に記載された、水路開閉装置本体に取付けられた複動式油圧シリンダーの複動力で水路開閉装置本体上部2を起こす。水路開閉装置本体は水路開閉装置本体を取付ける部分の前記水路内の天井高さ寸法より水路開閉装置本体の高さ寸法を大きくしたことで、水路開閉装置本体上部2の上部に取付けられた止水ゴム9が前記水路内の天井部分に接触し、さらに複動式油圧シリンダーの複動力で水路開閉装置本体上部2を垂直まで起こすと水路開閉装置本体が下方に押付けられ、水路開閉装置本体の上部と下部に取付けられた止水ゴム9,12は、前記水路の天井部分と床部分に圧縮密着し、水路開閉装置本体と前記水路の天井部分と床部分の間を閉塞する(図15)。Next, manually raise the channel opening / closing device upper part 2 of each channel opening / closing device installed in the upstream part and the downstream part of the part to be restored, and reattach the double-acting hydraulic cylinder 13 which has been removed. , 0008, the double channel hydraulic cylinder attached to the water channel opening / closing device main body raises the water channel opening / closing device main body upper part 2. The main body of the waterway opening / closing device is the water stop attached to the upper part of the upper part 2 of the waterway opening / closing device body by making the height dimension of the waterway opening / closing device body larger than the height of the ceiling in the waterway of the portion where the waterway opening / closing device body is mounted When the rubber 9 comes into contact with the ceiling portion in the water channel and the water channel opening / closing device body upper part 2 is raised vertically by the double power of the double-acting hydraulic cylinder, the water channel switching device body is pressed downward, and the upper part of the water channel switching device body The waterstop rubbers 9 and 12 attached to the lower portion are compressed and adhered to the ceiling portion and the floor portion of the water channel, and block between the water channel opening / closing device body and the ceiling portion and the floor portion of the water channel (FIG. 15).

次に、0023に記載された、合体用金物の第四の貫通孔25に螺合されてなるボルト30で、本体固定ジグを水路開閉装置本体に押付、仮固定された部分のボルト30を本締めする。本体固定ジグに一体に取付けられた止水ゴムは水路開閉装置本体に押付けられ、本体固定ジグに一体に取付けられた止水ゴムと水路開閉装置本体は圧縮密着し、水路開閉装置本体と本体固定ジグの間を閉塞する。これで復旧しようとする前記水路の天井、床、両壁面の四方は本体固定ジグと水路開閉装置本体により止水される。Next, the main body fixing jig is pressed against the main body of the water channel opening / closing device with the bolt 30 screwed into the fourth through hole 25 of the metal fitting for combination described in 0023, and the bolt 30 of the temporarily fixed portion is tightened. Tighten. The water stop rubber integrally attached to the main body fixing jig is pressed against the main body of the water channel opening / closing device, and the water stop rubber integrally attached to the main body fixing jig and the main body of the water channel opening / closing device are compressed and adhered, and the main body of the water channel opening / closing device is fixed to the main body. Block between the jigs. The four sides of the ceiling, floor, and both wall surfaces of the water channel to be restored are stopped by the body fixing jig and the water channel switch body.

次に、前記水路の復旧しょうとする部分の上流部と下流部に設置されたそれぞれの水路開閉装置本体が持つすべての加圧作動開閉耐重圧蓋13を閉鎖すれば、前記水路の復旧部分の流水は連結管内を流れ、前記水路の復旧部分の上流部分と下流部分にそれぞれ対向するように設置された水路開閉装置間の残留水を排除すれば、復旧工事作業エリア部分45は水のない状態にとなり、図18のようになる。Next, if all the pressure-actuating opening / closing heavy pressure-resistant lids 13 of the respective waterway opening / closing device main bodies installed in the upstream part and the downstream part of the part to be restored are closed, the restoration part of the waterway If the flowing water flows through the connecting pipe and the residual water between the waterway switchgear installed so as to face the upstream part and the downstream part of the restoration part of the waterway is eliminated, the restoration work area 45 is in a state where there is no water As shown in FIG.

また、前記の水路復旧方法を使用して、断水できない既設水路の流水を確保しながら新設水路を既設水路に接続して、既設水路から新設水路へ流路変更する方法について以下0033から0045記載する。In addition, a method for changing the channel from the existing channel to the new channel by connecting the new channel to the existing channel while securing the flowing water of the existing channel that cannot be shut off using the above-mentioned channel restoration method will be described below. .

図19に示すように、既設水路48に新設水路49を接続するため、既設水路と新設水路の接続部分の流水をなくし、作業エリア50を確保する必要がある。まず図19に示すように水路復旧方法を使用して作業エリア50を確保できる長さの仮排水路47を設置する。As shown in FIG. 19, in order to connect the new water channel 49 to the existing water channel 48, it is necessary to eliminate the flow of water at the connection portion between the existing water channel and the new water channel and to secure the work area 50. First, as shown in FIG. 19, a temporary drainage channel 47 having a length capable of securing the work area 50 is installed using a waterway restoration method.

次に、図19に示すように、仮排水路47の両端が接合する既設水路48の上流部分と下流部分で水路渇水方法0016から0031に記載された作業と同じ作業を行い、図19に示すように、水のない作業エリア45を既設水路の上流部分と下流部分につくる。Next, as shown in FIG. 19, the same work as described in the water channel drought methods 0016 to 0031 is performed in the upstream portion and the downstream portion of the existing water channel 48 where both ends of the temporary drainage channel 47 are joined. Thus, the work area 45 without water is created in the upstream part and the downstream part of the existing water channel.

次に、仮排水路47と既設水路48の接合部分の上流部分と下流部分の水のない作業エリア45部分の既設水路の壁51を解体して、仮排水路47に流水を切替える準備をする。Next, the wall 51 of the existing water channel in the work area 45 part where there is no water in the upstream part and the downstream part of the joint part between the temporary water channel 47 and the existing water channel 48 is disassembled, and preparations for switching the flowing water to the temporary water channel 47 are made. .

まず、図19に示すように、既設水路48の下流部分に設置された水路開閉装置本体46Aと水路開閉装置本体46Bが持つすべての加圧作動開閉耐重圧蓋3を開放状態にして流水させる。First, as shown in FIG. 19, all the pressurization opening / closing heavy pressure-resistant lids 3 of the water channel opening / closing device main body 46A and the water channel opening / closing device main body 46B installed in the downstream portion of the existing water channel 48 are opened and allowed to flow.

次に、既設水路48の下流部分に設置された水路開閉装置本体46Aと水路開閉装置本体46Bに連結されている、連結管38、39、40、を取外す。Next, the connecting pipes 38, 39, and 40 connected to the water channel opening / closing device main body 46A and the water channel opening / closing device main body 46B installed in the downstream portion of the existing water channel 48 are removed.

次に、既設水路48の下流部分に設置された水路開閉装置本体46Bを取外す。Next, the water channel opening / closing device main body 46B installed in the downstream portion of the existing water channel 48 is removed.

同様に、図19に示すように、既設水路48の上流部分に設置された水路開閉装置本体46Aと水路開閉装置本体46Bが持つすべての加圧作動開閉耐重圧蓋3を開放状態にして流水させる。Similarly, as shown in FIG. 19, all the pressurization opening / closing heavy pressure-resistant lids 3 of the waterway opening / closing device main body 46A and the waterway opening / closing device main body 46B installed in the upstream portion of the existing waterway 48 are opened and allowed to flow. .

次に、既設水路48の上流部分に設置された水路開閉装置本体46Aと水路開閉装置本体46Bに連結されている、連結管38、39、40、を取外す。Next, the connecting pipes 38, 39, and 40 connected to the water channel opening / closing device main body 46A and the water channel opening / closing device main body 46B installed in the upstream portion of the existing water channel 48 are removed.

次に、既設水路48の上流部分に設置された水路開閉装置本体46Aを取外す。Next, the water channel opening / closing device main body 46 </ b> A installed in the upstream portion of the existing water channel 48 is removed.

次に、既設水路48の上流部分にある水路開閉装置本体46Bと下流部分の水路開閉装置本体46Aに取付けられた第二の筒管6部分を密閉蓋で塞ぎ、前記の各加圧作動開閉耐重圧蓋を閉鎖すれば、図20に示すように既設水路の流水は仮排水路47を流れ、作業エリア50部分の残留水を除けば、既設水路48と新設水路49の接続部分は水のない作業エリア50が確保される。Next, the second tubular pipe 6 portion attached to the water channel opening / closing device main body 46B in the upstream portion of the existing water channel 48 and the water channel opening / closing device main body 46A in the downstream portion is closed with a sealing lid, and each of the above-mentioned pressurizing operation opening / closing resistances. If the heavy pressure lid is closed, as shown in FIG. 20, the flowing water in the existing water channel flows through the temporary drainage channel 47, and the remaining water in the work area 50 part is removed, and the connection part between the existing water channel 48 and the new water channel 49 is free of water. A work area 50 is secured.

前記作業により、水のない作業エリア50で新設水路49が構築され既設水路48に接合される。Through the above operation, a new water channel 49 is constructed in the work area 50 without water and joined to the existing water channel 48.

次に、新設水路49が構築され既設水路48に接合工事が完了後、既設水路と仮排水路の接合部分の上流側に開けた開口部分の壁を復旧する、復旧方法は、まず既設水路48の上流部分に設置されている水路開閉装置本体46Bの持つすべての加圧作動開閉耐重圧蓋3を開放し、新設水路へ流水する。Next, after the new water channel 49 is constructed and the joining work is completed in the existing water channel 48, the wall of the opening portion opened upstream of the joint portion between the existing water channel and the temporary drainage channel is restored. All the pressurization opening / closing heavy pressure resistant lids 3 of the water channel opening / closing device main body 46B installed in the upstream portion of the water are opened, and water flows into the new water channel.

次に、図19に示されたように、既設水路と仮排水路の接合部分の上流側に開けた開口部分51の壁復旧作業エリア部分を前記作業と同様に水路渇水方法を使用して、水のない作業エリアを確保して、既設水路の上流部分に空けた開口部分の壁を復旧し、水路渇水方法の機材をすべて取外せば流路変更工事は図21に示すように完了する。Next, as shown in FIG. 19, using the water channel drought method , the wall restoration work area part of the opening part 51 opened on the upstream side of the joint part of the existing water channel and the temporary drainage channel is the same as the above work. The work for changing the flow path is completed as shown in FIG. 21 by securing the work area without water, restoring the wall of the opening in the upstream part of the existing water channel, and removing all the equipment for the water channel drought method .

近年、環境問題が重要課題として取上げられておりますが、歴史の長い上下水道の老朽化問題も環境問題の重要な一環です、また、地震に備えた耐震補強の必要性は下水道も同様であり、特に大型ボックスカルバートの耐震補強は緊急性を要するなど、都市開発などに伴うインフラストラクチャーの整備は、市民の生活に欠かせないライフラインとして、今後も整備が多く行われていくと考えられます、これらの下水道整備の大きな問題は、生活用水のため断水不可能な状態で、工事を行わなければならず、とくに雨水と汚水が合流して流れる下水道の工事は工事部分の流量が多く、さらに、天候に左右されるため困難を伴う工事もあります、この様な状況の工事に対し本発明の水路復旧方法が活用できるため産業上の利用価値が大きい。In recent years, environmental issues have been taken up as an important issue, but the aging of water and sewage systems, which have a long history, is also an important part of environmental issues, and the need for seismic reinforcement in preparation for earthquakes is also the same for sewers. In particular, the seismic reinforcement of large box culverts requires urgency, and infrastructure development associated with urban development is expected to continue to be developed as a lifeline indispensable to the lives of citizens. However, the major problem of the sewerage system is that it is impossible to cut off water for domestic use, and construction work must be carried out. Especially, the construction of sewers where rainwater and sewage flow together has a large flow rate of the construction part. However, there are some constructions that are difficult due to the influence of the weather, and the industrial use value is great because the waterway restoration method of the present invention can be used for such constructions.

水路開閉装置本体46正面図である。 水路開閉装置本体46側面図である。 水路開閉装置本体46背面図である。 水路開閉装置本体固定ジグの正面図である。(本体固定ジグと呼ぶ) 水路開閉装置本体固定ジグの断面図である。 水路開閉装置本体固定ジグ固定金物の姿図である。(ジグ固定金物と呼ぶ) 本体固定ジグと水路開閉装置本体を一体化させる合体用金物の平面図である。(合体用金物と呼ぶ) 図7合体用金物の側面図である。 復旧部分の水路にジグ固定金物で本体固定ジグを取付け、本体固定ジグに合体用金物で水路開閉装置本体を取付けた状態の部分断面図である。 復旧部分の水路に水路開閉装置を取付け、作業エリアを水のない状態にした場合の図である。 既設水路に仮排水路を設け、既設水路と仮排水路の接続部分に図18のように水路開閉装置及び連結用筒状管をセットした図である。 既設水路の流水を既設水路から仮排水路の流路変更した図である。 新設水路の構築が完了し、既設排水路と新設排水路が接続された図である。 水路開閉装置及び連結管をセットした詳細断面図である。 本体固定ジグの平面図である。 本体固定ジグの4面展開図である。 It is a water channel opening-and-closing apparatus main body 46 front view. It is a water channel opening / closing apparatus main body 46 side view. FIG. 6 is a rear view of the water channel opening / closing device body 46. It is a front view of a water channel opening / closing apparatus main body fixing jig. (Referred to as body fixing jig) It is sectional drawing of a water channel opening / closing apparatus main body fixing jig. It is a figure of a water channel opening / closing apparatus main body fixing jig fixed hardware. (This is called jig fixture) It is a top view of the metal fitting for uniting which unites a main body fixing jig and a water channel switch main body. (Referred to as hardware for merging) 7 is a side view of the united hardware. It is a fragmentary sectional view in the state where a body fixing jig was attached to a water channel of a restoration part with a jig fixing hardware, and a water channel opening and closing device body was attached to a body fixing jig with a metal fitting for combination. It is a figure at the time of attaching a water channel opening / closing apparatus to the water channel of a restoration part, and making a work area a state without water. It is the figure which provided the temporary drainage channel in the existing water channel, and set the water channel opening and closing device and the connecting tubular pipe as shown in FIG. 18 in the connection part of the existing water channel and the temporary water drainage channel. It is the figure which changed the flow path of the existing drainage channel from the existing drainage channel to the temporary drainage channel. It is the figure where construction of the new waterway was completed and the existing waterway and the new waterway were connected. It is detailed sectional drawing which set the water channel opening and closing device and the connecting pipe . It is a top view of a main body fixing jig. It is a four-plane development view of a body fixing jig.

1 水路開閉装置下部
2 水路開閉装置上部(可動部)
3 加圧作動開閉耐重圧蓋
4 補強されたちょうつがい
5 複動式油圧シリンダー(加圧作動開閉耐重圧蓋の開閉用)
連結管接続用の筒管(第二の筒管)
7 つなぎ補強リブ(表部分)
8 孔(連結管接続用貫通孔)
9 上部止水ゴム
10 吊りピース
11 合体金物ボルト受け(メス)
12 下部止水ゴム
13 複動式油圧シリンダー(本体の上部2折りたたみ用)
14 補強されたちょうつがい(本体の上部2折りたたみ用)
15 つなぎ補強リブ(裏部分)
16 鋼管(開放孔)(第一の筒管)
17 孔(通水丸穴)(通水用貫通孔)
18 L型鋼材
19 止水ゴム
20 ボルト受け(メス)(第二の貫通孔)
21 ジグ固定金物
22 丸穴(第一の貫通孔)
23 丸穴(第三の貫通孔)
24 合体用金物
25 ボルト受け(メス)(第四の貫通孔)
26 水路壁部分
27 ホールインアンカー
28a 締付けボルト
28b 締付けボルト
29 本体固定ジグ締付け用ボルト
30 水路開閉装置本体締付け用ボルト
31 水路内部
32 天井ホイスト走行用ビーム
33 電動ホイスト
34 ホイスト
35 チェーンブロック
36 ビーム
37 吊フック
38 締付け用ボルト受け金物を持つ連結用筒状管(左)
39 押し輪接続用筒状管
40 締付け用ボルト受け金物を持つ連結用筒状管(右)
41 搬入用開口部
42 開口部(送風用)
43 天井走行ホイスト本体
44 流水
45 水のない作業エリア部分
46 水路開閉装置本体
46A 上流部分水路開閉装置本体
46B 下流部分水路開閉装置本体
47 仮排水路
48 既設水路
49 新設水路
50 既設水路と新設水路の接続作業エリア
51 既設水路と仮排水路の接続部分の壁(壁を解体する部分)
52 締付け用ボルト金物
53 締付け用ボルト受け金物
54 片側自在固定締付け用ボルト
55 押し輪リング
56 片側自在固定締付け用ボルト受け
57 押し輪止水ゴム
1 Lower part of waterway opening and closing device 2 Upper part of waterway opening and closing device (movable part)
3 Pressurization opening / closing heavy pressure resistant lid 4 Reinforced hinge 5 Double acting hydraulic cylinder (for opening / closing heavy pressure pressure opening / closing heavy pressure lid)
6Cylinder pipe for connecting pipe (second cylinder pipe)
7 Tie reinforcement rib (front part)
8 holes (through hole for connecting pipe connection)
9 Upper water blocking rubber 10 Hanging piece 11 Combined hardware bolt receiver (female)
12 Lower water stop rubber 13 Double acting hydraulic cylinder (for folding the upper part of the main body 2)
14 Reinforced hinges (for folding the top 2 of the main unit)
15 Tie reinforcement rib (back part)
16 Steel pipe (open hole) (first tube)
17 holes (circular holes for water flow) (through holes for water flow)
18 L-shaped steel material 19 Still water rubber 20 Bolt holder (female) (second through hole)
21 Jig fixing hardware 22 Round hole (first through hole)
23 Round hole (third through hole)
24 Metal fitting 25 Bolt receptacle (female) (4th through hole)
26 Waterway wall portion 27 Hole-in anchor 28a Tightening bolt 28b Tightening bolt 29 Main body fixing jig tightening bolt 30 Waterway opening / closing device main body tightening bolt 31 Waterway interior 32 Beam for electric hoist travel 33 Electric hoist 34 Hoist 35 Chain block 36 Beam 37 Suspension Hook 38 Connecting tubular tube with bolt receiving bracket (left)
39 Cylindrical tube 40 for connecting the push ring Connecting tubular tube with bolt clamp for fastening (right)
41 Opening 42 for loading 42 Opening (for blowing)
43 Ceiling traveling hoist body 44 Flowing water 45 Water-free work area portion 46 Water channel switch body 46A Upstream partial water channel switch body 46B Downstream partial water channel switch main body 47 Temporary drainage channel 48 Existing water channel 49 New water channel 50 Existing water channel and new water channel Connection work area 51 The wall of the connection part of the existing waterway and the temporary drainage channel (part where the wall is dismantled)
52 Tightening bolt metal fitting 53 Tightening bolt receiving metal piece 54 One side free fixing fastening bolt 55 Push ring 56 One side free fixing fastening bolt receiver 57 Push ring waterstop rubber

Claims (7)

開渠型または暗渠型の水路断面に近似する形状を有するパネルからなる水路開閉装置本体と、前記水路の側壁と前記水路開閉装置本体のいずれにも沿うように配置された本体固定ジグと、前記本体固定ジグを前記水路側壁に固定するためのジグ固定金物と、前記水路開閉装置本体と前記本体固定ジグを合体するための合体用金物を有し、前記水路を閉塞する機能を具備する水路開閉装置において、前記本体固定ジグにおける長さ方向に垂直な断面は、前記水路開閉装置本体と前記水路側壁に対向する面を有するL字型を呈し、前記水路開閉装置本体側および前記水路側に対向する面のそれぞれに、止水ゴムが前記本体固定ジグと一体に取付けられ、さらに前記水路開閉装置本体の下部、または下部及び上部に止水ゴムが取付けられてなることを特徴とする水路開閉装置。A water channel opening and closing device main body comprising a panel having a shape approximating an open channel type or a culvert type water channel cross section, a main body fixing jig arranged so as to follow both the side wall of the water channel and the water channel switching device main body, A water channel opening / closing device having a function of closing the water channel, having a jig fixing metal material for fixing the body fixing jig to the water channel side wall, and a metal fitting for combining the water channel opening / closing device body and the main body fixing jig. In the device, a cross section perpendicular to the length direction of the main body fixing jig has an L shape having a surface facing the water channel opening / closing device main body and the water channel side wall, and faces the water channel opening / closing device main body side and the water channel side. the respective surfaces, waterproofing rubber is mounted integrally with the main body fixing jig, further lower portion of the water passage switching device body or the water stop rubber is attached to the lower and upper, Waterway switchgear characterized. 前記水路開閉装置本体は、すくなくとも1箇所の通水用貫通孔17と、油圧装置または水圧装置の少なくともいずれかにより前記通水用貫通孔を開閉する機能を具備する加圧作動開閉耐重圧蓋3と、前記通水用貫通孔の部分に補強リブを介して接合されてなる第一の筒管16とを有することを特徴とする、請求項1に記載の水路開閉装置。The water channel opening / closing device main body has a pressure-acting opening / closing heavy pressure-resistant lid 3 having a function of opening / closing the water passage through hole by at least one of the water passage through hole 17 and at least one of a hydraulic device and a hydraulic device. 2. The water channel opening and closing device according to claim 1, further comprising: a first tube 16 joined to a portion of the water passage through hole via a reinforcing rib. 前記水路開閉装置本体は、水路内に対向して配置される2台の前記水路開閉装置本体間の水路を形成する連結管を接続するための連結管接続用貫通孔8と,当該連結The water channel opening / closing device main body includes a connecting pipe connecting through hole 8 for connecting a connecting pipe forming a water channel between the two water channel opening / closing device main bodies arranged opposite to each other in the water channel, and the connection. 管接続用貫通孔の内周に嵌合する第二の筒管6とを有することを特徴とする、請求項1または請求項2に記載の水路開閉装置。The water channel opening and closing device according to claim 1, further comprising a second cylindrical tube 6 fitted to the inner periphery of the pipe connection through hole. 前記水路開閉装置本体の上部に可倒可能に取り付けられる可動部と,前記可動部をその起立位置と倒れた位置との間で駆動する複動式油圧シリンダーとを有することを特徴とする請求項1乃至3のいずれか一つに記載の水路開閉装置。The movable part attached to the upper part of the water channel opening and closing device main body so as to be able to fall down, and a double-acting hydraulic cylinder that drives the movable part between its standing position and a fallen position. The water channel opening and closing device according to any one of 1 to 3. 前記ジグ固定金物は、ボルトを押通するための第一の貫通孔22と雌ネジが設けられてなる第二の貫通孔20を具備し、第一の貫通孔に押通されたボルト28bは、予め前記水路の壁側に設けられてなるメスネジ穴27に螺合され、第二の貫通孔に螺合されてなるボルト29は、前記本体固定ジグを前記壁面に押付けることにより、前記固定ジグに一体に取付けられた前記止水ゴムを前記壁側に押付ける機能を有することを特徴とする請求項1乃至4のいずれか一つに記載の水路開閉装置。 The jig fixture includes a first through hole 22 for pushing a bolt and a second through hole 20 provided with a female screw, and a bolt 28b pushed through the first through hole is The bolt 29 screwed into the female screw hole 27 provided in advance on the wall side of the water channel and screwed into the second through hole is fixed by pressing the main body fixing jig against the wall surface. 5. The water channel opening and closing device according to claim 1 , having a function of pressing the water stop rubber integrally attached to a jig against the wall side . 前記合体用金物24は、ボルトを押通するための第三の貫通孔23が少なくとも一箇所と雌ネジが設けられてなる第四の貫通孔25を具備し、第三の貫通孔に押通されたボルト28aは、予め前記水路開閉装置本体に設けられてなるメスネジ穴11に螺合され、第四の貫通孔に螺合されてなるボルト30は、前記本体固定ジグを前記水路開閉装置本体に押付けることにより、前記本体固定ジグに一体に取付けられた前記止水ゴムを前記水路開閉装置本体に押付ける機能を有することを特徴とする請求項1乃至5のいずれ一つに記載の水路開閉装置。 The metal fitting 24 includes a fourth through hole 25 in which at least one third through hole 23 for pushing a bolt is provided and a female screw is provided, and the third through hole is pushed through the third through hole . The bolt 28a is screwed into a female screw hole 11 provided in advance in the water channel opening / closing device main body, and the bolt 30 screwed into the fourth through hole is used to connect the main body fixing jig to the water channel opening / closing device main body. 6. The water channel according to claim 1 , wherein the water channel has a function of pressing the water stop rubber integrally attached to the main body fixing jig against the water channel opening / closing device main body by being pressed against the water channel opening / closing device main body. Switchgear. 請求項3に記載された水路開閉装置を常時流水のある開渠型又は暗渠型水路の復旧部分の上流部分と下流部分にそれぞれ対向するように設置された前記水路開閉装置の中間部分に前記水路開閉装置本体が持つ前記第二の筒管に連結管38,39,40を接続し、前記水路開閉装置本体が持つすべての前記加圧作動開閉耐重圧蓋3を閉鎖すれば、前記開渠型又は暗渠型水路の復旧部分の流水は前記連結管内を流れ、前記水路の復旧部分の上流部分と下流部分にそれぞれ対向するように設置された前記水路開閉装置の中間部分は水のないエリア45を確保できることを特徴とする水路渇水方法。 The water channel opening and closing device according to claim 3 is installed in an intermediate portion of the water channel opening and closing device installed so as to face the upstream part and the downstream part of the restoration part of the open channel type or under channel type water channel with always flowing water, respectively. connect the connecting pipe 38, 39, 40 to the second cylindrical tube switchgear body has, if closed all the pressurized working open閉耐pressure lid 3 with said water channel opening and closing device main body, the Hirakimizo type or running water recovery portion of the culvert type water channel flows inside the connecting pipe, the intermediate portion having no water area 45 of the waterway closing apparatus installed to respectively face the upstream and downstream portions of the recovery portion of the waterway Waterway drought method characterized by being able to ensure .
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