JP2024103745A - Rainwater drainage structure - Google Patents

Abstract

[Problem] To provide a rainwater drainage structure that can prevent the eaves gutter of the eaves of the eaves from being damaged by rainwater from a vertical pipe through which rainwater from a roof above the eaves flows, and that can easily reduce the number of vertical pipes that guide rainwater to the ground. [Solution] A rainwater drainage structure 1 is installed in a building with a eaves to drain rainwater. The rainwater drainage structure 1 comprises an eaves gutter 10 attached to the eaves end of the eaves of the eaves and having a through hole, a vertical pipe 20 that passes through the through hole and through which rainwater from a roof above the eaves flows, a standing wall 50 that covers the entire periphery of the vertical pipe 20 and is attached to the edge of the through hole in the eaves gutter 10, and a rainwater confluence structure 70 that causes rainwater from the eaves gutter 10 to merge with rainwater flowing in the vertical pipe 20 at a position below the eaves gutter 10. [Selected Figure] Figure 1

Description

This disclosure relates to a rainwater drainage structure that drains rainwater in a building with a roof.

Conventionally, one rainwater drainage structure is described in Patent Document 1. As shown in FIG. 5, this rainwater drainage structure 101 has a cylindrical gutter body 104, called a crawling gutter, that is arranged along the eaves 120. This cylindrical gutter body 104 is used to guide rainwater that falls on the upper roof 110 downward. The lower end of this cylindrical gutter body 104 is bent into a roughly L-shape, and the tip of the bent part is arranged in the eaves gutter 105 of the eaves (lower roof) 120. This rainwater drainage structure 101 is designed to drain rainwater from the upper roof 110 by merging it with the eaves gutter 105 of the lower roof.

Japanese Patent Application Publication No. 11-71871

In the rainwater drainage structure 101, rainwater that falls on the upper roof 110 is discharged into the eaves gutter 105 of the lower shed 120, so that it is possible to reduce the number of vertical gutters that direct rainwater from the upper roof 110 directly to the ground, and it is easy to reduce the number of vertical gutters that can get in the way if they are located near the ground. However, in the rainwater drainage structure 101, if the amount of drainage increases and rainwater passes through the cylindrical gutter body 104 with few gaps, causing a siphon effect, there is a risk that the eaves gutter 105 of the lower shed will be damaged by the high water pressure of the rainwater that joins from above, and there is also a risk that the rainwater in the eaves gutter 105 will splash up and overflow from the eaves gutter 105.

The objective of this disclosure is to provide a rainwater drainage structure that can prevent the eaves gutters of the eaves from being damaged by rainwater from vertical pipes through which rainwater from roofs above the eaves flows, and that can easily reduce the number of vertical gutters that guide rainwater to the ground. In addition, the objective is to provide a water leakage prevention structure that can prevent water from leaking from the eaves gutters through through holes when through holes are provided in the eaves gutters for this purpose.

In order to solve the above problems, the rainwater drainage structure disclosed herein is a rainwater drainage structure that is installed in a building with a eaves to drain rainwater, and includes an eaves gutter with a through hole attached to the eaves of the eaves, a vertical pipe that passes through the through hole and through which rainwater from a roof above the eaves flows, a standing wall that covers the entire periphery of the vertical pipe and is attached to the edge of the through hole in the eaves gutter, and a rainwater confluence structure that causes rainwater from the eaves gutter to merge with rainwater flowing in the vertical pipe at a position below the eaves gutter.

In addition, when vertical terms such as above, below, upper side, and lower side are used in this specification, they are intended to express the state in which the storm water drainage structure is properly installed in a building with a roof.

The rainwater drainage structure disclosed herein can prevent the eaves gutters of the eaves from being damaged by rainwater from the vertical pipes through which rainwater from the roof above the eaves flows, and it is also easier to reduce the number of vertical gutters that direct rainwater to the ground.

FIG. 2 is a side view of a rainwater drainage structure according to one embodiment of the present disclosure, showing only a portion of a vertical wall and a drainage drain of the rainwater drainage structure in cross section. FIG. 2 is an enlarged perspective view of the periphery of a vertical wall in the rainwater drainage structure. This is a front view of the area around the vertical wall in the above-mentioned rainwater drainage structure, as viewed from the outside in the extension direction of the eaves gutter. This is a cross-sectional view of the periphery of the vertical wall in the above-mentioned rainwater drainage structure, cut along a plane including the central axis of the vertical pipe and the width direction of the eaves gutter. FIG. 1 is a diagram illustrating a conventional rainwater drainage structure.

The following describes in detail the embodiments of the present disclosure with reference to the accompanying drawings. In the following, when multiple embodiments or modified examples are included, it is assumed from the beginning that new embodiments will be constructed by appropriately combining the characteristic parts of those. In the following examples, the same components are given the same symbols in the drawings, and duplicated explanations are omitted. In addition, multiple drawings include schematic diagrams, and the dimensional ratios of the length, width, height, etc. of each member between different drawings do not necessarily match. In addition, when the word "approximately" is used in this specification, it is used in the same sense as the word "roughly speaking", and the requirement of "approximately ~" is satisfied if a person looks roughly like ~. For example, the requirement of "extending in an approximately vertical direction" is satisfied if a person can recognize that it is extending in a vertical direction. In the following description, when it is simply mentioned that two tubes are connected without any special explanation, it is assumed that the two tubes are connected by a fixing part composed of an adhesive, a press-fit part, etc. Additionally, among the components described below, any components that are not described in the independent claim that represents the highest concept are optional components and are not required components.

Figure 1 is a side view of a rainwater drainage structure 1 according to one embodiment of the present disclosure, showing only a portion of the vertical wall 50 and the eaves gutter drain 72 of the rainwater drainage structure 1 in cross section. This rainwater drainage structure 1 is installed in a building having a structure similar to that shown in Figure 5, i.e., a building including an upper-floor roof and a lower eaves roof (lower-floor roof) located below the upper-floor roof.

As shown in FIG. 1, the rainwater drainage structure 1 includes an eaves gutter 10, a vertical pipe 20, a vertical wall 50, and a rainwater merging structure 70. The eaves gutter 10 is installed at the eaves of the eaves by fixing ears 11a, 11b (see FIG. 3) to the eaves of the eaves at multiple points spaced apart in the extension direction using hanging hardware (not shown). The eaves gutter 10 extends along the eaves of the eaves of the eaves and collects rain that falls on the eaves. The eaves gutter 10 has a through hole 15 (see FIG. 4). The vertical pipe 20 extends in a substantially vertical direction from above to the ground and is used to guide rainwater that falls on the upper roof to the ground. The vertical pipe 20 includes a first vertical pipe 22, an enlarged diameter pipe 24, a connecting pipe 26, a branch pipe 28 that constitutes the merging section, and a second vertical pipe 30. These pipes 22, 24, 26, 28, and 30 may be made of a resin material such as polyvinyl chloride, or a metal material such as cast iron.

Although not shown, the building in which the rainwater drainage structure 1 is installed has a drainage pipe structure having a configuration similar to that shown in FIG. 5. In detail, the drainage pipe structure includes an upper drainage pipe (corresponding to the drainage pipe indicated by reference number 103 in FIG. 5) that extends vertically downward from the eaves gutter of the upper roof along the wall of the building. The drainage pipe structure also includes a lower drainage pipe (corresponding to the drainage pipe indicated by reference number 104 in FIG. 5) that is connected to the upper drainage pipe and extends downward along the eaves. Rainwater that falls on the upper roof is guided by the drainage pipe structure to flow vertically downward along the wall of the building, and then flows along the eaves of the eaves of the eaves.

The upper end of the first vertical pipe 22 is connected to the lower end of the lower drain pipe. The first vertical pipe 22 extends vertically downward from above the eaves gutter 10, passes through the through hole 15, and extends below the eaves gutter 10. The upper end of the enlarged diameter pipe 24 is connected to the lower end of the first vertical pipe 22. The inner peripheral surface of the enlarged diameter pipe 24 has an approximately truncated cone shape, and the inner diameter increases vertically downward. The upper end of the connecting pipe 26 is connected to the lower end of the enlarged diameter pipe 24. The connecting pipe 26 is composed of a VP pipe, a VU pipe, or the like, and extends vertically.

The branch pipe 28 is composed of a 45° Y-shaped pipe that branches into two branches, and has the function of joining rainwater flowing down from above along two different routes. The branch pipe 28 has a main pipe section 28a that extends in a substantially vertical direction, and a branch pipe section 28b, and the branch pipe section 28b extends diagonally upward in a direction that is inclined vertically from the center of the extension direction of the main pipe section 28a.

The upper end of the second vertical pipe 30 is connected to the lower end of the main pipe 28a. The second vertical pipe 30 extends vertically and guides rainwater from the main pipe 28a to the ground 5. The inner diameter of the first vertical pipe 22 is approximately the same as the inner diameter of the small diameter side of the upper end of the enlarged diameter pipe 24, and the inner diameter of the large diameter side of the lower end of the enlarged diameter pipe 24, the inner diameter of the main pipe 28a, and the inner diameter of the second vertical pipe 30 are approximately the same. Therefore, the inner diameter of the first vertical pipe 22 passing through the eaves gutter 10 in the vertical pipe 20 is smaller than the inner diameter of the second vertical pipe 30 located below the branch pipe 28 in the vertical pipe 20. The vertical length t from the surrounding area where the rainwater flowing down the two routes join, i.e., the midpoint of the height position of the main pipe 28a to the ground, may be any length, but is preferably 3M or more.

The vertical wall 50 covers the entire circumference of the first vertical pipe 22 and is attached to the edge of the through hole 15 in the eaves gutter 10. The vertical wall 50 prevents rainwater in the eaves gutter 10 from leaking to the outside through the through hole 15. The structure of the vertical wall 50 will be described in detail later with reference to Figures 2 to 4. The rainwater confluence structure 70 has the branch pipe 28, the eaves gutter drain (hereinafter simply referred to as the drain) 72, the vertical gutter joint 74, the connecting pipe 76, the elbow 78, and the call gutter 80.

The eaves gutter 10 is provided with a through hole 18 separate from the through hole 15. The drain drain 72 is arranged to pass through the through hole 18 and has a substantially cylindrical lower part 72a that protrudes downward from the eaves gutter 10. The lower part 72a of the drain drain 72 is provided with a male thread. The downspout joint 74 is an annular member and has a radially expanding annular flange 74a at the upper end. The downspout joint 74 has a female thread on its inner circumferential surface. The male thread of the lower part 72a of the drain drain 72 is screwed into the female thread of the downspout joint 74, and the downspout joint 74 is tightened to the upper part 72b of the drain drain 72. The flange 74a of the downspout joint 74 and the upper part 72b of the drain drain 72 sandwich the annular edge of the through hole 18 from both the top and bottom sides, thereby fixing the drain drain 72 and the downspout joint 74 to the eaves gutter 10.

The upper end of the connection pipe 76 is connected to the lower end of the downspout joint 74, and the upper end of the elbow 78 is connected to the lower end of the connection pipe 76. The elbow 78 is a 45° elbow. The elbow 78 changes the flow direction of rainwater from the vertical direction to a diagonal downward direction toward the vertical pipe 20. The upper end of the call down pipe 80 is connected to the lower end of the elbow 78. The call down pipe 80 is made of a VP pipe, a VU pipe, etc., and extends in a direction inclined to the vertical direction. The lower end of the call down pipe 80 is connected to the upper end of the branch pipe section 28b of the branch pipe 28. The call down pipe 80 guides the rainwater from the elbow 78 diagonally downward to the vertical direction and merges into the branch pipe 28.

By installing the rainwater confluence structure 70, rainwater from the eaves can be guided into the second vertical pipe 30 via the eaves gutter 10 and the rainwater confluence structure 70. Therefore, rainwater from the upper roof that has flowed down the vertical pipe 20 and rainwater from the eaves gutter 10 of the eaves that has flowed down the rainwater confluence structure 70 can be guided to the ground through the same second vertical pipe 30, and as a result, the number of vertical pipes near the ground can be reduced.

2 is an enlarged perspective view of the periphery of the vertical wall in the rainwater drainage structure 1, and FIG. 3 is a front view of the periphery of the vertical wall in the rainwater drainage structure 1 as viewed from the outside in the extension direction of the eaves gutter. As shown in FIG. 2, the vertical wall 50 has a tubular structure and covers the entire circumference of the first vertical pipe 22. As shown in FIG. 3, the upper end 53 of the vertical wall 50 is located in the vicinity of the lower end 17 of the ears 11a, 11b that engage the hanging device in the eaves gutter 10 in the height direction. Here, in the height direction, the vicinity of the lower end 17 of the ears 11a, 11b may be defined as a height range from a position 2 cm higher than the lower end 17 of the ears 11a, 11b to a position 5 cm lower than the lower end 17 of the ears 11a, 11b.

Figure 4 is a cross-sectional view of the periphery of the vertical wall in the rainwater drainage structure 1 cut on a plane including the central axis of the first vertical pipe 22 and the width direction of the eaves gutter 10. As shown in Figure 4, the vertical wall 50 has a first vertical wall 52 and a second vertical wall 62. The first vertical wall 52 includes a first vertical wall portion 54 that covers the entire circumference of the vertical pipe 20 in the eaves gutter 10. The first vertical wall 52 also includes an annular upper edge contact portion 56 that is connected to the lower end of the first vertical wall portion 54. The annular upper edge contact portion 56 contacts the upper annular edge portion 13 located around the through hole 15 on the bottom surface 19 of the eaves gutter 10. The first vertical wall 52 also includes a second vertical wall portion 58 that extends from the radially inner end of the upper edge contact portion 56 through the through hole 15 to a position lower than the eaves gutter 10. The second vertical wall portion 58 has a male thread 58a in a portion located below the eaves gutter 10.

On the other hand, the second standing wall 62 includes an annular lower edge contact portion 64 that contacts the lower annular edge portion 16 located around the through hole 15 on the underside of the eaves gutter 10. The second standing wall 62 also has a third standing wall portion 66 that extends downward from the radially inner end of the lower edge contact portion 64 and has a female thread 66a that screws into the male thread 58a. With the upper edge contact portion 56 of the first standing wall 52 abutting against the upper annular edge portion 13 of the eaves gutter 10, the female thread 66a of the third standing wall portion 66 of the second standing wall 62 is tightened from below in the vertical direction into the male thread 58a. In this way, the annular peripheral portion located on the periphery of the through hole 15 in the bottom plate portion 14 of the eaves gutter 10 is clamped between the upper edge contact portion 56 of the first standing wall 52 and the lower edge contact portion 64 of the second standing wall 62, thereby attaching the standing wall 50 to the bottom plate portion 14 of the eaves gutter 10 while preventing water leakage from the through hole 15.

As described above, the rainwater drainage structure 1 is installed in a building with a eaves and drains rainwater. The rainwater drainage structure 1 includes an eaves gutter 10 that is attached to the eaves of the eaves and has a through hole 15, and a vertical pipe 20 that passes through the through hole 15 and through which rainwater from a roof above the eaves flows. The rainwater drainage structure 1 also includes a standing wall 50 that covers the entire periphery of the vertical pipe 20 and is attached to the edge of the through hole 15 in the eaves gutter 10, and a rainwater confluence structure 70 that causes rainwater from the eaves gutter 10 to merge with rainwater flowing in the vertical pipe 20 at a position below the eaves gutter 10.

According to the above configuration, the vertical pipe 20 that drains rainwater that falls on the upper roof above the eaves extends downward through the eaves gutter 10, so that rainwater that falls on the upper roof does not pass through the eaves gutter 10 and is not discharged into the eaves gutter 10. Therefore, it is possible to prevent the eaves gutter of the eaves of the eaves from being damaged by rainwater from the vertical pipe 20 through which rainwater from the upper roof flows.

Furthermore, the rainwater confluence structure 70 allows rainwater from the eaves gutter 10 to merge with the rainwater flowing in the vertical pipe 20 at a position lower than the eaves gutter 10. Therefore, the rainwater in the eaves gutter 10 of the lower eaves can be guided to the ground using the vertical pipe 20 that guides the rainwater that has fallen on the upper roof to the ground 5, and the rain that has fallen on the upper roof and the rain that has fallen on the lower eaves can be guided to the ground using the common second vertical pipe 30. This allows for a reduction in the number of vertical pipes, which tend to get in the way when located near the ground.

The upper end 53 of the vertical wall 50 may be located in the vicinity of the lower end 17 of the ears 11a, 11b that engage the hanging device in the eaves gutter 10 in the height direction.

According to this configuration, the height from the bottom surface 19 of the eaves gutter 10 to the upper end 53 of the standing wall 50 can be set to a height approximately equal to the depth of the eaves gutter 10. This makes it possible to substantially prevent rainwater in the eaves gutter 10 from climbing over the standing wall 50 and leaking to the outside through the through hole 15. In addition, since the upper end 53 of the standing wall 50 does not protrude upward from the eaves gutter 10, the standing wall 50 is prevented from spoiling the aesthetic appearance of the eaves gutter 10.

In addition, the inner diameter of the first vertical pipe 22 that passes through the eaves gutter 10 in the vertical pipe 20 may be smaller than the inner diameter of the second vertical pipe 30 that is located below the branch pipe (junction) 28 in the vertical pipe 20.

With this configuration, the drainage performance of the second vertical pipe 30 below the branch pipe (junction) 28 can be made higher than the drainage performance of the first vertical pipe 22 passing through the eaves gutter 10. Therefore, even if the amount of rainwater flowing through the second vertical pipe 30 increases as the rainwater from the eaves gutter 10 merges with the rainwater flowing through the first vertical pipe 22 via the branch pipe 28, the large amount of rainwater can be smoothly guided to the ground.

Note that this disclosure is not limited to the above-described embodiment and its modified examples, and various improvements and modifications are possible within the scope of the claims of this application and their equivalents.

For example, in the above embodiment, the upper end 53 of the vertical wall 50 is located near the lower end 17 of the ears 11a, 11b of the eaves gutter 10 in the height direction. However, the upper end of the vertical wall may be located at any position other than near the lower end of the ear of the eaves gutter, for example, near the upper end of the ear of the eaves gutter, or may be located lower than near the lower end of the ear of the eaves gutter.

Also, we have described a case where the inner diameter of the first vertical pipe 22 that passes through the eaves gutter 10 in the vertical pipe 20 is smaller than the inner diameter of the second vertical pipe 30 that is located below the branch pipe (junction) 28 in the vertical pipe 20. However, the inner diameter of the first vertical pipe that passes through the eaves gutter in the vertical pipe may be the same as the inner diameter of the second vertical pipe that is located below the junction in the vertical pipe, or may be equal to or larger than the inner diameter of the second vertical pipe.

Also, the drainage drain 72 has been described as being attached to the bottom plate portion 14 of the eaves gutter 10 by screwing the drainage drain 72 to the downspout joint 74. However, the drainage drain may also be attached to the bottom plate portion of the downspout by fixing the drainage drain to the downspout joint or piping with adhesive, bolting, or press-fitting.

Also, the rainwater confluence structure 70 has been described as including a 45° Y-shaped pipe as the confluence section and a 45° elbow. However, the rainwater confluence structure may be configured with any structure that can cause rainwater from the eaves gutter to merge with rainwater flowing in the vertical pipe at a position below the eaves gutter. For example, a T-shaped joint (90° Y-shaped pipe) may be used as the confluence section instead of the 45° Y-shaped pipe, and a 90° elbow may be used instead of the 45° elbow.

1 Rainwater drainage structure, 5 Ground, 10 Eaves gutter, 11a Ear portion, 13 Upper annular edge portion, 14 Bottom plate portion, 15 Through hole, 16 Lower annular edge portion, 17 Lower end of ear portion, 18 Through hole, 19 Bottom surface, 20 Vertical pipe, 22 First vertical pipe, 24 Enlarged diameter pipe, 26 Connecting pipe, 28 Branch pipe, 28a Main pipe portion, 28b Branch pipe portion, 30 Second vertical pipe, 50 Standing wall, 52 First standing wall, 53 Upper end, 54 First standing wall portion, 56 Upper edge contact portion, 58 Second standing wall portion, 58a Male thread, 62 Second standing wall, 64 Lower edge contact portion,
66 third vertical wall portion, 66a female thread, 70 rainwater confluence structure, 72 drainage drain, 74 downspout joint, 76 connecting pipe, 78 elbow, 80 call spout.

Claims (2)

A water leakage prevention structure that prevents water in an eaves gutter from leaking through a through hole provided in the eaves gutter,
a first member having an annular first flange portion that contacts the outer portion of the through hole on the inner bottom surface of the eaves gutter over the entire circumference, a first tubular portion that extends upward from an inner end of the first flange portion in the radial direction, and a second tubular portion that extends downward from the inner end of the first flange portion to a position below the eaves gutter and includes a first thread portion;
a second member having a third tubular portion including a second flange portion having an annular shape contacting an outer portion of the through hole on the outer lower surface of the eaves gutter over the entire circumference, and a second threaded portion extending downward from an inner end of the second flange portion in the radial direction and threadedly engaging with the first threaded portion;
A rainwater confluence structure that causes rainwater from the eaves gutter to merge with at least a portion of the rainwater that has flowed downward inside the first member at a position lower than the eaves gutter;
A water leakage prevention structure. The water leakage suppression structure according to claim 1, wherein at least a portion of the rainwater is rainwater that is guided downward by a drainage pipe installed along the building and that passes through the inside of the first member.

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