JP2005076365A - Water passage constitution construction method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a water passage constitution construction method for fixing a water passage constitution member in a short time by easily injecting a filler such as mortar between the water passage constitution member and a pipe passage inner face. <P>SOLUTION: The construction method for constituting a new water passage in a water passage buried underground comprises: a process for connecting the water passage constitution member 1 forming a gutter-like invert part 2 allowing sewage or the like along a longitudinal direction by opening in a pipe passage upward to add a desired inclination; a process for mounting a hose 10 as a storage body for storing a liquid in the upper part of the connected water passage constitution member 1; a process for filling the inside of the hose 10 with the liquid 11 and imparting pushing force downward to the water passage constitution member 1; and a process for placing mortar and fixing the water passage constitution member 1 on the pipe passage P. After fixing, the liquid of the inside of the hose is opened and discharged. The sewage 12 during service can be used as the liquid stored to the hose, and in this case, a water exchange process can be also used. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a construction method of a water channel in a pipeline such as a newly installed sewage pipe or an aging existing sewage pipe, and in particular, a water channel component carried in and connected to a pipeline is securely connected to the bottom surface of the pipeline. The present invention relates to a waterway construction method that can be easily fixed by pressing.

Conventionally, as a waterway constituent member used in this type of waterway construction method, the cross section is formed in a bowl shape, and the projecting edges extending in the radial direction are integrally formed on the opening end face and the axial end face along the axis, respectively. In addition, a fastening member insertion hole is provided on the protruding edge of the axial end surface, and anchor member mounting portions are provided on both side surfaces including the protruding edge of the bowl-shaped main body (see, for example, Patent Document 1).
Japanese Patent No. 2704976 (FIGS. 3, 4, and 6)

  By the way, the waterway construction method described in Patent Document 1 is such that the anchor member is attached to the anchor member attachment portion of the waterway constituent member before placing cement mortar between the waterway constituent member and the pipe inner surface. It is fixed to. In the case of this anchor fixing, it has to be fixed to the ground concrete on which a short water channel component member is placed, and the fixing work becomes complicated, and there is a problem in terms of cost.

  Further, in this type of waterway construction method, as described in Patent Document 1 as a problem of the prior art, when a mortar is placed between a fixed waterway construction member and an existing pipe, In order to prevent the waterway components from moving due to the momentum of the mortar, it is necessary to firmly fix the waterway components, and when mortar is placed, a restraining tree is used to prevent this type of half pipe from floating However, when using a holding wood or a fixing jig, it was difficult to install and remove.

    The present invention has been made in view of such problems, and its object is to inject mortar or the like into the space between the waterway constituent member inserted and connected in the pipe and the pipe. Providing a waterway construction method that can easily prevent the waterway structural member from floating when fixing the waterway structural member, can easily inject mortar, etc., and can fix the waterway structural member to the pipe in a short time There is to do. It is another object of the present invention to provide a waterway construction method in which it is easy to remove a jig used to prevent lifting after fixing a waterway constituent member. Furthermore, when a pipe line is in service, it is providing the water channel structure construction method which can prevent a water path component member from floating using the flowing sewage etc.

  In order to achieve the above object, the waterway construction method according to the present invention is a construction method for constructing a new waterway in a pipe buried in the ground, and opens upward in the pipe and allows sewage or the like to flow. A step of connecting a water channel component member having a bowl-shaped invert portion to form a desired gradient, a step of placing a container capable of storing a liquid on the upper part of the connected water channel component member, and A step of filling the liquid and applying a downward pressing force to the water channel constituent member and a step of fixing the water channel constituent member to the pipe line with mortar or the like are provided. The container for storing the liquid is preferably one that is continuously placed along the water channel of the connected water channel constituent member, but may be one that is placed on each water channel component member. . And after putting a mortar etc. and fixing a waterway structural member, the container is removed through the process of extracting the liquid with which the container was filled. The first step may be performed after connecting the waterway constituent members, or may be connected while applying a gradient.

  The waterway construction method of the present invention constructed as described above is to place a container on a constructed waterway when fixing a waterway construction member connected and installed with a predetermined gradient in the pipe to the pipe. The container is filled with a liquid such as water. The container increases in weight due to the liquid filling, and the weight presses the water channel constituent member against the bottom surface of the pipe. For this reason, when injecting filler into mortar or the like in the space between the water channel component and the pipe to fix the water channel component, the water channel component is prevented from moving by the injection pressure of the mortar, etc., and the buoyancy of the member Is prevented from being lifted, and can be accurately fixed at a predetermined position. After fixing, by discharging the liquid in the container, the container is reduced in size and can be easily removed. The new water channel constituted by the water channel component member can maintain the gradient appropriately, and the flow rate of sewage can be ensured by reducing the cross-sectional area of the water channel, so that sewage, rain water, etc. can flow smoothly.

  Moreover, as a preferable specific aspect of the waterway construction method according to the present invention, the container is a flexible hose, and a liquid is injected into the hose in a state of being placed on the invert portion of the waterway construction member. The water channel constituent member is pressed downward by the weight of the hose filled with the liquid. The hose preferably has a diameter substantially equal to the width of the invert portion. According to this configuration, when the hose is placed as a container on the water channel of the connected and fixed water channel constituent member, one end on the downstream side of the hose is closed and the liquid is injected from the other end on the upstream side, the liquid is It is filled inside, and it is possible to evenly press all the waterway constituent members downward by one injection operation. Since the width of the invert portion and the diameter of the hose are substantially equal, the hose as a weight can be stably placed.

  Furthermore, as another preferable specific aspect of the waterway construction method according to the present invention, the pipe is in service in an existing pipe, and the container is filled with sewage in service as a liquid. Yes. According to this configuration, once the sewage flowing in service is blocked, and the sewage is filled in the container or the hose as a liquid, the connected water channel constituent member can be pressed downward, and the water channel configuration The member can be easily fixed. In addition, for example, the use of tap water as the liquid can be omitted, and when the pipe line is in service, the sewage water replacement step can also be used.

  The waterway construction method of the present invention constructed as described above is constructed by inserting a short waterway constituent member into a pipe and connecting and installing it, applying a predetermined gradient to the connected waterway constituent member, and then placing it on the invert part. The container is placed, and the container is filled with a liquid. As a result, the water channel component member is pressed downward by the weight of the liquid in the container, and when the mortar or the like is injected between the water channel component member and the inner surface of the pipe line, the water channel component member is prevented from being lifted by buoyancy. In addition, mortar or the like is filled in a state where a desired gradient is maintained, and the water channel constituent member can be fixed. After the water channel component is fixed, the container can be easily removed by removing the liquid. When the pipe is a sewage pipe in service, it can also be used as a water exchange process, and a new water can be constructed efficiently.

  Hereinafter, an embodiment of a waterway construction method according to the present invention will be described in detail with reference to the drawings. First, the waterway component which comprises the waterway for implementing the waterway structure construction method of this embodiment is demonstrated with reference to FIG. FIG. 1: shows the water channel structure member which comprises the novel water channel for implementing the water channel structure construction method of this embodiment, (a) is a front view, (b) is a side view which shows a connection state, FIG. It is a perspective view which shows a state.

  1 and 2, the water channel component 1 is basically shaped like a cylinder divided in half along the axial direction, and has a bowl-like shape that forms a water channel that opens upward and flows sewage and the like. An invert unit 2 is provided. For example, the invert section 2 is formed in a substantially semicircular arc shape with a radius of about 100 to 150 mm, and has a bowl shape with a length of about 0.5 to 1 m. Joining flange portions 3 and 3 extending at a right angle toward the outside are formed at both ends of the waterway constituent member 1 in the waterway direction, and a plurality of connecting holes 4 are formed at predetermined intervals. The water channel component 1 includes inclined portions 5 and 5 that continue upward ascending from the upper end of the invert portion 2 and the gradient of the inclined portions 5 and 5 is preferably about 20%.

  The waterway component 1 is integrally formed of reinforced plastic (FRP) reinforced with glass fiber or the like, but is not limited to FRP, and is not a reinforced normal plastic molded product, metal casting, or sheet metal processed product. For example, an angle material or the like may be embedded in a corner portion between the invert portion 2 and the inclined portions 5 and 5 for reinforcement. In addition, although the length of the water channel direction in which the sewage etc. of the water channel component 1 flows is formed to about 50 cm, it is not limited to this length, and can be set to any length according to the size of the manhole that can be inserted. Can be set.

  The above-described waterway constituent member 1 can be connected to a predetermined number in the direction of connecting the waterways to form a waterway. That is, it is necessary in the direction of the water channel by connecting the joint flange portions 3 and 3 of the water channel component members 1 and 1 and fastening the connecting hole 4 with a bolt nut or a long bolt and a fastening member 6 such as two nuts (FIG. 1b). It is possible to form a new water channel in the pipe line by connecting only a certain length. Further, as described above, the connecting flange portions can be connected in contact with each other, and the connecting flange portions 3 and 3 can be connected with a spacer 7 described later interposed therebetween. The spacer 7 includes a contact portion 7a having the same shape as the joint flange portion 3 and a leg portion 7b extending downward from the contact portion. The joint portion 4a has a connecting hole 4 in the joint flange portion. A through hole is formed at the same position, and a fold line for cutting is formed at the leg portion 7b. The height of the spacer 7 can be changed by cutting along a broken line, and the spacer 7 functions as a gradient imparting member that imparts a gradient to the connected waterway component 1. The new water channel formed in this way can form a water channel with an arbitrary slope set in a pipe whose slope has changed due to uneven settlement or the like.

  Next, for example, a water channel construction method for forming a new water channel in the existing pipe P using the water channel component 1 will be described with reference to FIGS. FIG. 3 is a cross-sectional view of a state in which a waterway constituent member is installed in a pipe, FIG. 4 is a cross-sectional view in the longitudinal direction thereof, and FIG. 5 is a cross-sectional view showing a process of one embodiment of the waterway constituent method. In the channel construction method according to the present embodiment, first, the above-described channel construction member 1 is carried from the manhole into the pipe P, and the joint flange portions 3 and 3 of the channel construction members 1 and 1 to be connected are opposed to each other. Fastening members 6 such as bolts and nuts are fastened and connected through the connecting holes 4 and the through-holes with the spacers 7 between the two members.

  When connecting the waterway component 1, the height of the leg portion of the spacer 7 is cut and set in accordance with the slope of the pipe line P measured in advance. Then, the spacer 7 having a set height is sandwiched between the joining flange portions 3 and 3 and fastened with a fastening member 6 such as a bolt and nut. This operation is repeated, and a length corresponding to, for example, a pipe line between two manholes. The water channel constituent member is inserted into the pipe P and connected. In this way, the invert part 2 of the waterway constituent members 1... Connected and installed becomes a new waterway with an appropriate gradient.

  When a new water channel is formed in the pipe P in the above process, the hose 10 is placed on the water channel as a liquid container (FIG. 5a). The hose is soft and preferably flattened and flat when no liquid 11 is contained therein. Such a hose can be wound up in a crushed state, and is also suitable for conveyance and loading from a manhole into a pipeline. Further, the diameter of the hose is preferably substantially equal to the width of the invert portion 2, and the length of the hose is preferably longer than the length of the connected waterway constituent member. When one end (downstream side is preferable) of the hose placed is closed and water 11 is injected as a liquid from the other end side, the hose is filled with water and becomes cylindrical, and the other end side is also closed. In the case of a soft hose, the end of the hose may be closed by being tied with a rope or the like, or may be closed with a cap-shaped lid.

  When the water 11 is filled in the hose 10 (FIG. 5b), the hose has a circular cross section and comes into close contact with the invert portion 2, and the water channel constituent members 1 connected by its weight press toward the bottom surface of the pipe P. In addition, lifting due to buoyancy is prevented, and the apparatus is stably installed, so that it is possible to smoothly fix the waterway constituent members 1... In this fixing step, a filler such as mortar M is placed in the space on both sides in the direction intersecting the water channel direction of the water channel component member with the water channel component members 1 pressed downward. Placing the mortar M is preferably performed in two steps, for example. After the first mortar is placed, it is preferably left to cure for about half a day, and then the second mortar is placed the next day. is there.

  The first mortar placement (FIG. 5c) is performed with an amount of injection that is about the half of the total injection amount or the portion of the spacer 7 of the waterway constituting member 1. When the mortar M1 placed for the first time is cured, the lower part of the spacer 7 is firmly fixed to the bottom surface of the pipe P, and the movement of the water channel components 1 is prevented, so that the second mortar placement is easy. Can be done. In this way, after filling the water channel components 1... With the pipe P with the mortar M and fixing the mortar M to the pipe, the water which has been filled is discharged when the closed portion on the downstream side of the hose 10 is opened. Since the hose 10 is crushed and flattened, it is wound up and removed. The hose 10 is wound to have a small diameter and is light in weight so that it can be easily removed. In other words, since the downwardly connected waterway constituent members can be easily pressed and the equipment used for the pressing can be easily removed, the fixing operation of the waterway constituent members can be completed in a short time.

  The second placement (FIG. 5d) is performed up to the inclined portions 5 and 5 of the water channel components 1... And the upper surface of the mortar M2 is finished on the inclined surface Ma with a trowel or the like according to the gradient of the inclined portion. As described above, when the mortar placing operation is performed in two steps, the ironing operation can be efficiently performed and the workability is improved. The mortar placement may be completed once, and is particularly suitable when the pipe has a small diameter. The new water channel formed by connecting and installing the water channel components through the above steps is compatible with the fact that the gradient is maintained properly even when the gradient of the existing pipeline is not appropriate, and the cross-sectional area of the water channel is reduced. Thus, the flow rate of sewage and the like can be secured, and the sewage and the like can smoothly flow down.

  Another embodiment of the present invention will be described in detail with reference to FIG. FIG. 6 is a longitudinal sectional view showing a water changing step for filling in-service sewage as another embodiment of the waterway construction method according to the present invention. In addition, this embodiment uses the sewage flowing in the existing pipe line in service as the liquid to be stored in a container such as a hose mounted on the water channel constituent member that is installed in connection with the above-described embodiment. It is characterized by. Other substantially equivalent configurations are denoted by the same reference numerals, and detailed description thereof is omitted.

  In FIG. 6, in this construction method, the sewage 12 flowing down is filled in the hose 10, so that weirs 15 and 16 are made upstream and downstream of the connected waterway constituent members 1 to stop the sewage. Then, the sewage 12 that has been dammed is pumped out by the pump 17 and injected into the hose 10. A downstream end of the hose 10 is closed, and a valve 18 is provided for discharging the hose when the inside of the hose is filled with dirty water. By adjusting the valve 18, the sewage 12 can be stored in the hose 10, the waterway constituent members 1... Can be pressed by the weight, and the sewage can be caused to flow downstream.

  By constructing in this way, conventionally, when constructing a new water channel in an existing pipeline, a separate pipe for sewage treatment during operation is laid and a sewage flow through the pipe is required. However, since sewage can be used as the liquid to be filled in the hose 10 used as a weight, it is possible to share the water changing process, and it is possible to save time and effort to draw clean water and use wasteful water. It can be omitted. In this embodiment, it is preferable to inject a mortar M that fixes the waterway constituent members 1 between the weirs 15 and 16. Instead of a weir, a sandbag may be used to stop the water.

  Next, another embodiment of the water changing step of filling the hose with in-service sewage will be described with reference to FIG. The water changing step shown in this embodiment is characterized in that no pump or valve is required unlike the step shown in FIG.

  In FIG. 7, in this waterway construction method, in order to fill the hose 10 with the flowing sewage 12, reservoirs 30 and 35 such as sewage are formed on the upstream side and the downstream side of the connected waterway constituent members 1. The upstream storage unit 30 is formed in a container shape, and a partition plate 31 is formed on the upstream side to block sewage and into which sewage flows from the upper opening, and the stored sewage is injected into the hose 10 on the downstream side. A discharge port 32 is formed. The discharge port 32 preferably has a circular cross section having a diameter substantially equal to the outer diameter of the hose 10. The partition plate 31 is set to be higher than the upper end of the discharge port 32. And the hose 10 and the discharge port 32 are connected by the belt etc. in the state without water leakage. Moreover, the pipe line and the storage part 30 are in a state without water leakage, and a weir 33 is formed on the bottom surface of the pipe line P as necessary.

  The downstream storage portion 35 is formed with an inflow port 36 to which the hose 10 is coupled on the upstream side, and this inflow port is also preferably a circular cross section having a diameter substantially equal to the outer diameter of the hose 10. It is formed at a position lower than the discharge port 32. And the hose 10 and the inflow port 36 are connected by the belt etc. in the state without water leakage. The wall surface on the downstream side of the storage unit 35 is a discharge plate 37 for the sewage 12, and the upper end of the discharge plate 37 is higher than the inlet 36 and is slightly lower than the partition plate 31 of the storage unit 30. Is set to Thereby, when the storage parts 30 and 35 and the inside of the hose 10 are filled with the sewage 12, it is comprised so that sewage may flow downstream from the discharge plate 37 of a downstream side. A dam 38 is formed between the reservoir 35 and the bottom surface of the pipe P as necessary, and is configured so that sewage or the like does not leak.

  In the water changing step of FIG. 7 configured as described above, when the sewage 12 or the like flows from the upstream side on the right side of the drawing, the water level is raised by being blocked by the reservoir 30. In this way, the sewage in service is blocked and the section constituting the new water channel can be cleaned, so that the structure of the new water channel in the pipe can be easily performed. When the sewage 12 accumulates, it flows into the storage part 30 from the upper part of the partition plate 31, and is gradually stored in the storage part. When the water level of the stored sewage rises and becomes higher than the discharge port 32, the sewage flows through the hose 10 and is also stored in the storage part 35 on the downstream side. Furthermore, if inflow of sewage continues, the inside of the hose 10 will be filled with sewage 12, and if it exceeds the level of the discharge plate 37 on the downstream side, it will be discharged downstream. In this state, the hose 10 is filled with sewage, so the weight of the sewage presses the waterway constituent member 1... And the spacer 7 is pressed against the bottom of the pipe. Be blocked. In this way, since the sewage is blocked and the water channel constituent member is pressed, the mortar is injected from the bottom surface of the pipe and the spacer 7 is buried to fix the water channel constituent member 1. it can.

  Next, another embodiment of the waterway constituting member will be described with reference to FIGS. In the above-described embodiment, the example in which the height of the spacer 7 sandwiched between the waterway constituent members is changed as means for imparting a gradient to the waterway constituent members 1... These are provided with at least one leg portion 20 and are provided with a gradient by changing the length D of each leg portion 20. As shown in FIG. 8b, the water channel component 1A connects the joint flange portion 3 with a fastening member 6 so that the sphere at the lower end is in contact with the inner surface of the conduit, and the length D of the two leg portions 20 (see FIG. 8a). ) To adjust the overall height and slope.

  Needless to say, the means for imparting the gradient is not limited to the above-described configuration. For example, the water channel components 1... Are inserted into the pipeline P along a gradient rail (not shown). Can be fixed. Moreover, the leg part 20 of 1 A of water channel structural members is not restricted to two, For example, you may comprise so that it may be provided with four legs, It is provided with the water channel structural member provided with four legs, and a leg part. It is also possible to connect the non-waterway constituent members alternately and adjust the lengths of the four legs located alternately to set the gradient.

  8 and 9, the waterway component 1 </ b> A is provided with a bowl-shaped invert portion 2 that forms a waterway that opens upward and flows sewage and the like, similar to the waterway component 1, at both ends in the waterway direction. The joining flange portions 3 and 3 extending at right angles toward the outside are formed, and a plurality of connection holes 4 are formed at predetermined intervals. This waterway component 1A is also inverted by bringing the joint flange portion 3 into contact with the joint flange portion 3 of the other waterway member 1A, inserting a bolt into the connection hole 4 as a fastening member 6, and tightening with a nut. The parts 2 can be connected so as to extend. The water channel component 1A is provided with inclined portions 5 and 5 that continue upward ascending from the upper end of the invert portion 2 and the outer peripheral ends of the inclined portions are extended upward and the rising portions 8 and 8 are raised. Is formed. The gradient of the inclined portions 5 and 5 is preferably about 20%, and the rising portions 8 and 8 extend in the vertical direction. The rising portion 8 continuing from the inclined portion 5 is not always necessary.

  For example, when the water channel constituent member 1A is installed in an existing pipe-shaped pipe P, at least one or more stretchable members whose lower ends abut on the inner surface of the pipe P are supported to support the water channel constituent member 1A. Legs 20 are provided. That is, two mounting plate portions 9 are fixed to the lower surfaces of the inclined portions 5 and 5 in the vicinity of the joint flange portion 3 on one side, and the mounting plate portion 9 is bent in the horizontal direction at the intermediate portion. A leg portion 20 is fixed in a vertical direction to an extending end portion of the plate portion 9 in the horizontal direction. For this reason, each of the two leg portions 20 can be expanded and contracted in the vertical direction in a parallel state, and two points are in contact with the pipe line. The reason why the mounting plate portion 9 is separated from the joining flange portion 3 is to facilitate the connection with the fastening member 6 such as a bolt nut when the water channel component 1A is connected.

  The leg portion 20 is formed in a double structure from the outer peripheral fixed pipe portion 21 and the inner peripheral central shaft portion 22, and the outer peripheral screw portion of the central shaft portion 22 is screwed into the inner peripheral screw portion of the fixed pipe portion 21. ing. The outer periphery of the fixed pipe portion 21 is a hexagonal column, and the upper end of the fixed pipe portion 21 is screwed to the mounting plate portion 9 by a screw portion 21a (see FIG. 9) having a reduced diameter. The central shaft portion 22 on the inner periphery has a screw formed on the outer periphery over the entire length of the shaft, a hexagonal hole 23 (see FIG. 9) into which the hexagonal bar spanner S can be fitted is formed on the upper end, and a screw hole is formed on the lower end. A sphere 24 is screwed. Therefore, by rotating the hexagon socket wrench S fitted in the hexagon hole 23, the central shaft portion 22 moves up and down with respect to the fixed pipe portion 21, and the length D in the vertical direction can be continuously changed. . The leg portion 20 of the present embodiment has a double structure of a fixed pipe portion 21 and a central shaft portion 22 having the same length, and the contracted state can be made relatively small, and from the contracted state to the maximum extended state. There is an advantage that a large adjustment range can be taken.

  Further, due to the sphere 24 fixed to the lower end of the leg part 20, the end part of the leg part that comes into contact with the inner surface of the pipe line is a spherical surface, and the leg part 20 comes into contact with the inner wall of the pipe line P with this spherical surface. It is configured as follows. Thus, since the spherical surface is in point contact with the inner wall surface of the pipe P, when the central shaft portion 22 of the leg portion 20 is continuously rotated, the water channel constituent member 1A can be moved up and down continuously. It is possible to prevent the water channel constituent member 1A from rising or falling rapidly during up and down movement. And since the spherical body 24 of the leg part 20 and the pipe line P wall surface are point contacts, insertion of the water channel component 1A into the pipe line P can be easily performed with low resistance. Note that the lower end of the central shaft portion 22 may be formed in a spherical shape without fixing the sphere to the lower end of the leg portion 20.

  The upper end of the leg portion 20 is exposed from the upper surface of the water channel component 1A so that it can be adjusted after installation, and a hexagonal hole 23 that is an adjustment unit for adjusting the vertical position of the water channel component member is exposed. Adjustment operation is possible. For this reason, the hexagon stick spanner S can be inserted into the hexagon hole 23 from above and the central shaft portion 22 can be rotated to adjust the length D. When the central shaft portion 22 is rotated to the right and lowered, for example, the hexagonal hole 23 moves deep into the fixed pipe portion 21, the hexagon stick spanner S needs to be longer than the fixed pipe portion 21. . Moreover, although the above-mentioned leg part 20 is a double structure of the outer peripheral fixed pipe part 21 and the center shaft part 22, although not shown, the adjustment width may be increased as a triple structure or a quadruple structure. it can.

  The leg portion 20 as the gradient imparting member shown in this embodiment is connected by adjusting the length D by rotating the hexagon socket wrench S fitted in the hexagon hole 23 exposed on the upper surface. In addition, the gradient of the waterway constituting member 1A can be easily set, and the gradient once set can be easily changed. Also in the case of the waterway constituent member 1A... Connected in this way and having a desired gradient, a container such as a hose 10 capable of containing liquid is placed on the top, and the liquid is filled in the hose 10 to fill the waterway. The leg portion 20 can be fixed with mortar or the like in a state where a pressing force directed downward is applied to the constituent members 1A and the waterway constituent members 1A are pressed against the pipe P. And after fixing, the hose 10 can be easily removed by discharging the liquid. Furthermore, in-service sewage can be used as the liquid.

  Although one embodiment of the present invention has been described in detail above, the present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the spirit of the present invention described in the claims. Design changes can be made. For example, a hose is shown as an example of a liquid container. However, a cylindrical container is individually placed on a water channel component, a plurality of cylindrical containers are connected by a pipe, and liquid is sequentially sent through the pipe. You may comprise. When connecting pipes, screwed pipes are preferred.

  In addition, a liquid may be accommodated and filled in the stretched bellows tube by using a bellows tube that can expand and contract in the axial direction. In this case, it can be easily removed by contracting the bellows tube. Furthermore, although the thing of the shape provided with an invert part, a joining flange part, and an inclination part was shown as a water channel component member, the thing of the shape which does not provide an inclination part may be sufficient. Moreover, it does not have a joining flange part, and can use suitably what has a groove part for joining, press-fits, what joins by adhesion | attachment, etc.

The channel configuration member used for one embodiment of the channel configuration construction method concerning the present invention is shown, (a) is a front view and (b) is a side view showing a connected state. The perspective view which shows the connection state of the waterway structure member of FIG. Sectional drawing of the state which installed the water channel component of FIG. 1 in the pipe line. Sectional drawing of the longitudinal direction of the state which installed the water channel structural member of FIG. 1 in the pipe line. Sectional drawing which shows the process of one Embodiment of the waterway structure construction method which concerns on this invention. Sectional drawing of the longitudinal direction which shows other embodiment of the waterway structure construction method which concerns on this invention, and shows the water change process combined with the process of filling with a liquid. Sectional drawing of the pipe line longitudinal direction which shows other embodiment of the water change process of FIG. (A) is a perspective view which shows the other example of a waterway structural member, (b) is a principal part side view which shows the connection state. FIG. 9 is a cross-sectional view of a main part of a height adjusting unit of the waterway constituent member shown in FIG. 8.

Explanation of symbols

  DESCRIPTION OF SYMBOLS 1,1A ... Waterway component member, 2 ... Invert part, 7 ... Spacer (gradient provision member), 10 ... Hose (liquid container), 11 ... Water (liquid), 12 ... Sewage (liquid), 20 ... Leg part (Gradient imparting member), 30, 35 ... storage part, M, M1, M2 ... mortar (filler), P ... pipeline

Claims (3)

A method of constructing a new waterway in a pipeline buried underground,
A step of connecting a waterway constituent member that forms a bowl-shaped invert portion that opens upward and flows sewage or the like into the pipe to form a desired gradient, and a liquid is contained in the upper part of the connected waterway constituent member A step of placing a possible container, a step of filling the container with a liquid and applying a downward pressing force to the water channel component, and a step of fixing the water channel component to the pipe Waterway construction method to be provided.   The container is a hose having flexibility, a liquid is injected into the hose in a state of being placed on an invert portion of the water channel component, and the water channel component according to the weight of the hose into which the liquid has been injected. The waterway construction method according to claim 1, wherein the water channel is pressed downward.   3. The waterway construction method according to claim 1 or 2, wherein the pipe is in service with an existing pipe, and the container is filled with sewage in service as a liquid.

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