JP5821144B2 - Pressure relief device for underground structures - Google Patents

Description

  The present invention relates to a pressure relief device for an underground structure that releases pressure in response to an increase in pressure in an underground structure such as a manhole that communicates with a sewer pipe.

  Conventionally, there are two types of sewerage: the combined sewerage system that treats domestic sewage and rainwater through the same pipe line, and the diverted sewer system that processes through separate pipe lines. A manhole opened on the ground surface is installed for people to enter and exit for the purpose.

  In such sewer pipes, there is a case where a large amount of water flows into the pipe line due to torrential rain, and the pressure in the pipe line suddenly rises, and the metal pressure that closes the manhole ground opening by the rising pressure. There was a risk that the sex lid would be blown away.

  Therefore, it is desirable to provide the sewer pipe with a pressure release means for releasing the pressure in the pipe to the outside when such a sudden pressure increase occurs.

  As this pressure release means, it is conceivable to use a cover having air permeability such as grating for the cover that closes the ground surface opening of the manhole. However, the sewer pipe always communicates with the ground through the air cover. In this state, there is a problem that the odor in the sewer pipe is discharged to the ground.

  Therefore, a pressure adjusting device having a check valve is arranged under the air-permeable lid in the manhole, and normally the sewer pipe side and the air-permeable lid side in the manhole are shut off by this pressure adjusting device. When the internal pressure rises, pressure release means has been developed in which the check valve is operated to the open side to release the pressure on the sewer line side to the breathable lid (for example, Patent Document 1). ).

JP-A-11-280096

  However, in the prior art as described above, since both the air-permeable lid such as grating and the pressure adjusting device are installed near the ground surface opening at the upper end of the manhole, the device fixing frame for supporting the pressure adjusting device. And a lid frame for supporting the air-permeable lid, there is a problem that the structure is complicated, the number of parts is increased, and the cost is increased.

  In addition, when a person enters and exits from the opening of the manhole, the upper end of the manhole has a double structure as described above. Therefore, the lid and the device must be removed from each frame and fixed each time it enters and exits. There is also a problem that opening and closing is complicated.

  Then, in view of such a conventional problem, the present invention has been made for the purpose of providing a pressure relief device for an underground structure capable of pressure relief with a simple structure.

The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended purpose is that the ground of an underground structure such as a manhole that communicates with the sewer pipe and opens to the ground surface. A breathable lid such as a grating supported on the surface opening edge through a lid support frame, and the inside of the underground structure disposed under the breathable lid is divided into a breathable lid side and a sewer pipe side. A pressure adjusting unit for isolating, and the pressure adjusting unit operates in an opening direction by an increase in pressure on the sewer pipe side in the underground structure to reverse the pressure on the sewer pipe side to the breathable lid side. In the pressure relief device for an underground structure having a stop valve, the pressure adjusting unit includes a fixing overhanging portion sandwiched between the lid support frame and the air-permeable lid, and the fixing overhanging portion. Projected downwardly supported by the part The bulging portion has a cylindrical shape that is formed in a tapered rectangular tube shape in which the front and rear widths are parallel to each other in the vertical direction, and the left and right widths are wide at the upper end side and narrow at the lower side. Each of the left and right side wall plates obliquely downward of the cylindrical portion, and a plurality of valve holes having slits directed in the width direction are opened at intervals in the vertical direction. A flap plate is rotatably supported via a hinge at the opening upper edge of the inner side surface of the side wall plate of the valve hole , and the flap plate abuts on the side wall plate to define the valve hole. A plurality of normally-closed flap-type non-return valves that are closed and operated to open the valve hole by opening a flap plate upward inside the side wall due to an increase in pressure on the sewer pipe side in the underground structure. The valve is provided with a vertical spacing .

  According to a second aspect of the present invention, in addition to the configuration of the first aspect, the lower end of the tubular portion of the bulging portion is formed by extending the lower ends of the front, rear, left and right side wall plates in the hanging direction. A square cylindrical drainage portion made of a side plate is formed, the lower end of the drainage portion is closed by a closing plate, and the left and right side plates are each provided with a slit-shaped valve port hole in the width direction, Each valve port hole is closed by a flap plate rotatably supported via a hinge on the upper edge of the opening on the outer side wall of the side wall plate of each valve port hole, and opened due to an increase in pressure on the breathable lid side. It has a normally closed flap type check valve that operates in the direction.

  As described above, the pressure relief device for an underground structure according to the present invention communicates with a sewer pipe line and opens a lid on a ground surface opening edge of an underground structure such as a manhole opened on the ground surface via a lid support frame. A pressure-adjusting unit disposed under the air-permeable lid and isolating the inside of the underground structure into the air-permeable lid side and the sewer pipe side. The pressure of the underground structure comprising a check valve that operates in the opening direction due to an increase in the pressure on the sewer pipe side in the underground structure and opens the pressure on the sewer pipe side to the breathable lid side In the opening device, the pressure adjusting unit includes a fixing overhanging portion sandwiched between the lid support frame and the breathable lid, and a bulge having a shape protruding downward supported by the fixing overhanging portion. And a bulging portion. By arranging the check valve, the air-permeable lid and the pressure adjustment unit can be fixed to one support frame without taking a complicated double structure, and can be installed at a low cost. Easy access.

  Further, in the present invention, the bulging portion has a cylindrical portion directed in the vertical direction, and the cylindrical portion is configured such that the space between the front and rear or left and right side wall plates facing each other is wide on the upper side and narrow on the lower side. By forming the taper-shaped square cylinder arranged in the above, the valve opening area of the check valve can be widened, and the pressure can be preferably released.

  Furthermore, in the present invention, the pressure adjustment unit includes a check valve that operates in the opening direction due to an increase in pressure on the breathable lid, so that rainwater and the like flowing through the breathable lid can be discharged to the sewer pipe side. It is possible to prevent water from remaining in the pressure adjustment unit.

  Furthermore, in the present invention, the check valve is a normally closed flap check valve, so that the pressure can be adjusted suitably and inexpensively with a simple structure.

It is sectional drawing which shows an example of an underground structure provided with the pressure release apparatus which concerns on this invention. It is a top view which shows the ground surface part in FIG. It is a top view which shows the state which removed the air permeable cover body same as the above. It is a longitudinal cross-sectional view which shows the state of the surface opening part vicinity in FIG. It is the sectional view on the AA line in FIG. It is a partial expanded sectional view which shows the cover body support part of the ground surface opening part same as the above. It is the BB sectional view taken on the line in FIG. It is a front view which shows an example of the pressure release unit in FIG. It is a top view same as the above. It is a side view same as the above. It is a longitudinal cross-sectional view same as the above. It is a partial expanded sectional view which shows a non-return valve part same as the above.

  Next, an embodiment of the pressure relief device for an underground structure according to the present invention will be described based on the examples shown in FIGS. In the figure, symbol A is a sewer pipe and B is a manhole.

  As shown in FIG. 1, the manhole B communicates with the sewer pipe A at the lower end and opens to the ground surface. From this opening, a person can enter and exit for inspection and maintenance. Yes.

  This manhole B is formed by vertically connecting cylindrical concrete pipes 1, 1... Such as a fume pipe, and the upper end portion thereof communicates with the exposed concrete portion 2 whose upper surface portion is exposed on the ground surface. Yes.

  The exposed concrete portion 2 is formed in a rectangular tube shape with upper and lower portions opened, and a placing portion 4 including a concrete pipe 1 at the upper end and a non-shrink mortar 3 formed in a rectangular shape around the flange portion 1a of the concrete pipe 1. It is placed on top. Further, leveling concrete 5 is placed around the exposed concrete portion 2. In addition, the code | symbol 4a in a figure is the crushed stone layer used as the base of a mounting part.

  The exposed concrete portion 2 is formed in a square tube shape by arranging precast concrete blocks 2a to 2c manufactured in advance in a factory in the vertical direction, and one end portion of an anchor nut 6 embedded in the flange portion 1a of the concrete pipe 1 Is passed through the through holes 8 formed in the blocks 2a to 2c, and the other end of the bolt 7 is formed in the fixing recess 9 formed on the upper surface of the block 2a. The blocks 2a to 2c are connected to each other by fixing them to the bottom surface of the steel plate, and the exposed concrete portion 2 is fixed to the upper end of the concrete pipe 1. The exposed concrete portion 2 may be formed of on-site concrete.

  On the upper surface portion of the exposed concrete portion 2, a ground surface opening portion 11 opened to the ground surface is formed, and a lid body support frame 13 for supporting a breathable lid body 12 such as grating is installed on the opening edge portion. By inserting and supporting the breathable lid 12 in the lid support frame 13, the ground surface opening of the manhole B is closed by the breathable lid 12.

  The breathable lid 12 is formed in a rectangular shape having a plurality of vent holes such as a grating, and fixing plates 14, 14 for fixing the lid 12 to the frame 13 at four corners thereof. Is formed.

  The lid support frame 13 includes a hollow rectangular bottom plate portion 15 and a peripheral wall portion 16 that rises upward from the outer edge of the bottom plate portion 15, and has a L-shaped cross section at each side of the four sides as shown in FIG. 6. Is formed.

  A fixing through hole 17 is formed at the center of each side of the four sides of the bottom plate portion 15, and a fixing nut 19 is fixed to the back side so as to communicate with the fixing through hole 17.

Further, an anchor member 18 is fixed to the back side of the peripheral wall portion 16 by welding or the like at intervals, and the anchor member 18 is embedded inside when forming the square cylindrical block 2a, thereby supporting the lid. The frame 13 is fixed to the rectangular tube block 2a.

  Under the breathable lid 12 in the manhole, a pressure adjustment unit 20 having a check valve is arranged. By this pressure adjustment unit 20, the inside of the manhole B is separated into the sewage pipe side and the breathable lid side. Occasionally, the odor or the like on the sewer line side is blocked, and when the pressure on the sewer line side increases, the pressure adjusting unit 20 can release the pressure on the sewer line side to the lid side.

  The pressure adjustment unit 20 is integrally formed by bending and assembling a metallic plate material such as a stainless plate material, and is configured to include fixing overhang portions 21, 21... And a bulging portion 22.

  As shown in FIGS. 8 to 11, the bulging portion 22 includes a fitting portion 23 that fits into the inner edge of the exposed concrete portion 2, and a cylindrical portion that is supported by the inner edge portion of the fitting portion 23 and that faces in the vertical direction. 24 and the drainage part 25 supported by the lower end of the cylindrical part 24, and it protrudes outward in the upper edge part of the fitting part 23, and the extension part 21,21 ... for fixation is formed. .

  The fixing overhanging portion 21 is sandwiched between the air permeable lid body 12 and the lid body support frame 13 so that the pressure adjustment unit 20 is detachably fixed under the air permeable lid body 12.

  The fixing overhanging portion 21 is formed in an elongated plate shape, and a through hole 26 is formed in accordance with the position of the fixing plate 14 of the breathable lid 12, and the fixing bolt 27 is connected to the fixing plate 14 and the fixing overhanging portion 21. The air-permeable lid 12 and the pressure adjustment unit 20 are fixed to the support frame 13 by screwing and tightening to the fixing nut 19 of the support frame 13.

  On the other hand, by loosening and removing the fixing bolts 27, the fixed state of both the air-permeable lid 12 and the pressure adjustment unit 20 with respect to the support frame 13 can be released. A person can go in and out of the manhole B from the ground surface opening by removing in order.

  The fitting portion 23 includes a rectangular tube portion 30 including front and rear left and right side plates 30a to 30d, and a reduced width portion including front and rear and left and right swash plates 31a to 31d facing inward from the lower edges of the square tube portion side plates 30a to 30d. The lower end opening area is smaller than the upper end side opening area.

  A handle 32 used when attaching / detaching the pressure adjustment unit 20 to / from the support frame 13 is fixed to the inner side surfaces of the side plates 30 a to 30 d of the rectangular tube portion 30.

  In addition, the left and right swash plates 31c and 31d of the reduced width portion 31 are provided with check valves 33 that operate in the opening direction due to the pressure increase on the sewer pipe side in the manhole B. It can be opened to the lid side.

  The cylindrical portion 24 has front and rear side wall plates 24a to 24d, and the front and rear widths are parallel to each other in the vertical direction, and the left and right widths are formed in a tapered rectangular cylindrical shape with the upper end side being wide and the lower side being narrow.

  The front and rear side wall plates 24a and 24b are arranged in parallel to each other and bent in a direction suspended from the front and rear swash plates, and are formed in a reverse symmetrical trapezoidal shape having a long upper side and a short lower side. . Left and right side wall plates 24c and 24d are connected between the diagonally downward side edges of the front and rear side wall plates 24a and 24b.

  The left and right side wall plates 24c and 24d are bent obliquely downward along the front and rear side wall portions 24a and 24b from the inner edges of the left and right swash plates, and both side edges thereof are integrated with the front and rear side wall plates 24a and 24b. The distance between the left and right side wall plates 24c, 24d is arranged so that the upper end is wide and the lower end is narrow.

  Further, a plurality of check valves 34, 34... That operate in the opening direction due to a pressure increase on the sewer pipe side in the manhole B are provided on the left and right side wall plates 24 c and 24 d at intervals in the vertical direction. .

The check valves 33 and 34 are normally closed flap check valves as shown in FIG. 12, and each of the left and right side wall plates 24c and 24d (left and right swash plates) has a width direction (horizontal direction). A slit-shaped hole 35 for the valve opening is opened at an interval in the vertical direction, and can be rotated via a hinge 36 at the upper edge of the opening on the inner surface of the side wall plate of each valve hole 35. The flap plate 37 is supported , and the flap plate 37 abuts on the side wall plates 24c, 24d to close the valve hole 35, and the side wall plate is formed by increasing the pressure on the sewer pipe side in the underground structure. Each flap plate 37 is operated to open upward inside 24c, 24d so as to open each valve hole 35.

  The opening 35 for the valve opening can be provided with a wide opening area by arranging the left and right side wall plates 24c and 24d obliquely.

  A rubber packing member 38 is fixed to the inner outer edge portion of the flap plate 37 so that the valve port hole 35 can be closed in an airtight and liquid tight state. The hinge 36 is provided with a return spring. The return spring biases the flap plate 37 in a direction to close the valve port hole 35, and the flap plate 37 under its own weight causes the flap plate to be normally used. The state which closed the hole 35 for valve openings by 37 is maintained.

  At the lower end of the tubular portion 24, a rectangular tubular drainage portion 25 is formed which is composed of front and rear side plates 25a to 25d in which the lower ends of the front and rear side wall plates 24a to 24b are extended in the hanging direction. The lower end of the portion 25 is closed by the closing plate 40.

  The left and right side plates 25c and 25d are provided with reverse support valves 41 for discharging rainwater or the like flowing in through the air-permeable lid 12 to the sewer pipe side.

  The check valve 41 uses a normally closed flap check valve, and the left and right side plates 25c, 25d of the drainage portion 25 have slit-shaped valve port holes 42 in the width direction (horizontal direction). Each valve hole 42 is closed by a flap plate 44 that is pivotally supported via a hinge 43 at the upper edge of the opening on the outer side wall of the side wall plate of each valve hole 42. At the same time, it opens as shown by the phantom line in the figure by the water pressure from the breathable lid.

  The closing plate 40 is disposed so as to be inclined slightly downward from the left side to the right side so that water does not stagnate at the bottom of the drainage part 25.

A Sewer line B Manhole 1 Concrete pipe 2 Exposed concrete part 3 Non-shrink mortar 4 Placement part 5 Leveling concrete 6 Anchor nut 7 Bolt 8 Through hole 9 Fixing recess 10 Nut 11 Ground surface opening 12 Breathable lid 13 Lid support frame 14 Fixing plate 15 Bottom plate portion 16 Peripheral wall portion 17 Fixing through hole 18 Anchor member 19 Fixing nut 20 Pressure adjusting unit 21 Fixing overhanging portion 22 Swelling portion 23 Fitting portion 24 Tubular portion 25 Drainage portion 26 Through-hole 27 Fixing bolt 30 Square tube portion 31 Reduced width portion 32 Handle 33 Check valve 34 Check valve 35 Hole for valve opening 36 Hinge 37 Flap plate 38 Packing member 40 Closing plate 41 Check valve

Claims (2)

A breathable lid such as a grating that is connected to the ground surface opening edge of an underground structure such as a manhole that communicates with the sewer pipe and is open to the ground surface via a lid support frame, and under the breathable lid And a pressure adjusting unit that isolates the inside of the underground structure into a breathable lid side and a sewer pipe side, and the pressure adjusting unit opens in the direction of opening due to an increase in the pressure of the sewer pipe side in the underground structure. In the pressure relief device for an underground structure having a check valve that operates to open the pressure on the sewer line side to the breathable lid side,
The pressure adjustment unit includes a fixing overhanging portion sandwiched between the lid support frame and the breathable lid, and a downwardly protruding bulge supported by the fixing overhanging portion. Prepared,
The bulging portion has a cylindrical portion formed in a tapered square cylindrical shape in which the front and rear widths are parallel to each other in the vertical direction, and the left and right widths are wide at the upper end side and narrow at the lower side,
Each of the left and right side wall plates obliquely downward of the cylindrical portion is provided with a plurality of valve holes in the form of slits in the width direction at intervals in the vertical direction. A flap plate rotatably supported via a hinge at the upper edge of the opening on the inner side surface of the side wall plate, the flap plate abutting on the side wall plate to close the valve hole, and the underground structure Provided with a plurality of normally closed flap check valves in which the flap plate is opened upward to open the valve port hole by increasing the pressure on the sewer pipe side in the object. A pressure relief device for underground structures.   At the lower end of the tubular portion of the bulging portion, a rectangular tubular drainage portion is formed which is composed of front and rear side plates extending in the hanging direction at the lower ends of the front and rear side wall plates, and the lower end of the drainage portion is The left and right side plates are closed by a closing plate, and slit-like valve hole holes are formed in the width direction of the left and right side plates. A hinge is attached to the upper edge of the opening on the outer side surface of the side wall plate of each valve port hole. And a normally closed flap type check valve that operates in an opening direction by an increase in pressure on the side of the breathable lid. The pressure relief device for an underground structure according to 1.

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