JP2016102297A - Shock absorber, expansion body and drainage system - Google Patents

Shock absorber, expansion body and drainage system Download PDF

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JP2016102297A
JP2016102297A JP2014239625A JP2014239625A JP2016102297A JP 2016102297 A JP2016102297 A JP 2016102297A JP 2014239625 A JP2014239625 A JP 2014239625A JP 2014239625 A JP2014239625 A JP 2014239625A JP 2016102297 A JP2016102297 A JP 2016102297A
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drain pipe
shock absorber
cylindrical wall
expansion
pipe
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JP6285851B2 (en
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中村 敦
Atsushi Nakamura
敦 中村
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Mirai Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a shock absorber for rapidly and stably easing pressure fluctuation in a drain pipe.SOLUTION: An shock absorber 100 includes an expansion body 120 capable of varying its capacity in accordance with increase and decrease of an internal pressure in a drain pipe. The expansion body 120 includes a hollow cylinder wall having one end opened and the other end closed, a plurality of outer grooves 124 cut along a circumferential direction of the cylinder wall from an outer surface, and a plurality of inner grooves 125 cut along the circumferential direction of the cylinder wall from an inner surface. The outer groove 124 and the inner groove 125 are alternately formed along an axial direction of the cylinder wall, and a groove width of the outer grooves 124 and a groove width of the inner grooves 125 are varied, and the expansion body expands or contracts in the axial direction.SELECTED DRAWING: Figure 8

Description

本発明は、排水管に取り付けられ、該排水管の内部圧力の変動を緩和する緩衝装置、伸縮体及び排水システムに関する。   The present invention relates to a shock absorber, a telescopic body, and a drainage system that are attached to a drainage pipe and relieve fluctuations in the internal pressure of the drainage pipe.

建物等の構造物において、排水管を通して排水する際、排水が排水管を流れることにより、排水管内に負圧や正圧が生じる。排水管内に負圧が生じると、排水管内で異音を生じたり、排水管の悪臭などを封じ込めるトラップの水が流出し、封水が破れてしまう場合がある。他方、排水管内に過大な正圧が生じると、トラップの封水や臭気が噴き出してしまう場合がある。従来、このような排水管の内部圧力の変動を緩和するために種々の装置が用いられている。   In a structure such as a building, when draining through a drain pipe, negative pressure and positive pressure are generated in the drain pipe as the drainage flows through the drain pipe. When negative pressure is generated in the drain pipe, abnormal noise may be generated in the drain pipe, or trap water containing a bad odor in the drain pipe may flow out and the sealed water may be broken. On the other hand, when an excessive positive pressure is generated in the drain pipe, trapped water or odor may spout out. Conventionally, various devices have been used to reduce such fluctuations in the internal pressure of the drain pipe.

例えば、特許文献1は、排水を流下させる際に排水管内に生じた正圧を緩和し、水回り器具の排水口付近の排水の滞留を抑制するサイフォン排水システムを開示している。該サイフォン排水システム(10)は、水廻り器具(12)から下方へ延び、該水廻り器具(12)からの排水を下方へ流す排水導入管(18)と、該排水導入管(18)と連通して横方向へ延び、該排水導入管(18)からの排水を横方向へ流す横引き管(24)と、該横引き管(24)と連通して下方へ延び、該横引き管(24)からの排水を流下させることによりサイフォン力を発生させる竪管(26)と、排水導入管(18)と連通し、水廻り器具(12)からの排水によって押圧された排水導入管(18)内の空気が流入可能とされ、室内が拡縮可能な密閉された空気室(28)と、を備える。該空気室(28)は、その容積が変動可能な袋部材(34)や蛇腹状部材(37)によって定められる。蛇腹状部材(37)は、上端部が閉鎖され、他端部が開放され、この開放端部が連通している。蛇腹状部材(37)は、蛇腹状の側壁(37A)が伸縮可能であり、該側壁(37A)が伸長することにより、空気室(28)が拡大され、該側壁(37A)が縮むことにより、空気室(28)が縮小される。なお、()内に特許文献1の符号を示した。   For example, Patent Literature 1 discloses a siphon drainage system that relieves positive pressure generated in a drain pipe when flowing down drainage and suppresses stagnation of drainage near a drain port of a watering device. The siphon drainage system (10) includes a drainage introduction pipe (18) that extends downward from the watering device (12) and allows the wastewater from the watering device (12) to flow downward, and the drainage introduction pipe (18). A lateral pulling pipe (24) that communicates and extends in the lateral direction and flows the drainage from the drainage introduction pipe (18) laterally, and communicates with the lateral pulling pipe (24) and extends downward, and the lateral pulling pipe The drainage pipe (26) that generates siphon force by flowing down the drainage from (24) and the drainage introduction pipe (18) communicated with the drainage introduction pipe (18) and pressed by the drainage from the watering device (12) ( 18) It is provided with a sealed air chamber (28) in which the air inside can be introduced and the interior of the chamber can be expanded and contracted. The air chamber (28) is defined by a bag member (34) or a bellows-like member (37) whose volume can be varied. The bellows-like member (37) has an upper end closed, the other end opened, and the open end communicated. The bellows-like member (37) has a bellows-like side wall (37A) that can be expanded and contracted, and when the side wall (37A) is extended, the air chamber (28) is expanded and the side wall (37A) is contracted. The air chamber (28) is reduced. In addition, the code | symbol of patent document 1 was shown in ().

特開2011−12536号公報JP 2011-12536 A

特許文献1のサイフォン排水システムでは、排水管内の正圧を緩和するために袋部材が風船のように膨張して、その内部空間を拡大する。そのため、排水管の正圧の大きさが袋部材の許容範囲を超えたとき、袋部材の周壁が薄くなって破裂し易いという問題がある。他方、特許文献1のサイフォン排水システムの蛇腹状部材は、内部空間の拡縮運動が蛇腹構造によって定められるため、袋部材と比べて破裂の虞がなく、動作安定性及び耐久性の点で有利である。特許文献1のような一般的な蛇腹状部材は、射出成形やブロー成形によって初期成形形状で形成されている。すなわち、当該蛇腹状部材は、排水管内の正圧又は負圧に応じて、圧力がかからない初期成形形状(原形)から弾性変形して伸縮し、排水管内の正圧又は負圧が解消されたら、弾性復帰力によって原形に復帰するように動作する。しかしながら、蛇腹状部材を原形から弾性変形させるには、その伸縮の初動のために瞬間的な大きな力が必要となる。そのため、該蛇腹状部材の弾性変形には、相応の大きな圧力が必要であり、排水管内の圧力変動に対する応答が遅れたり、または、弱い圧力では動作し難いことが問題であった。   In the siphon drainage system of Patent Document 1, the bag member expands like a balloon in order to relieve the positive pressure in the drainage pipe, and expands its internal space. Therefore, when the positive pressure of the drain pipe exceeds the allowable range of the bag member, there is a problem that the peripheral wall of the bag member becomes thin and easily bursts. On the other hand, the bellows-like member of the siphon drainage system of Patent Document 1 is advantageous in terms of operation stability and durability because there is no risk of bursting compared to the bag member because the expansion and contraction movement of the internal space is determined by the bellows structure. is there. A general bellows-like member such as Patent Document 1 is formed in an initial molded shape by injection molding or blow molding. That is, the bellows-like member elastically deforms and expands and contracts from the initial molded shape (original shape) where no pressure is applied according to the positive pressure or negative pressure in the drain pipe, and when the positive pressure or negative pressure in the drain pipe is eliminated, It operates to return to its original shape by elastic return force. However, in order to elastically deform the bellows-like member from its original shape, a momentary large force is required for the initial movement of the expansion and contraction. For this reason, the elastic deformation of the bellows-like member requires a correspondingly large pressure, and there has been a problem that the response to the pressure fluctuation in the drain pipe is delayed or it is difficult to operate at a weak pressure.

本発明は、上記課題を解決するためになされたものであり、その目的は、排水管内の圧力変動を迅速且つ安定的に緩和する緩衝装置、伸縮体及び排水システムを提供することにある。   The present invention has been made to solve the above problems, and an object of the present invention is to provide a shock absorber, a telescopic body, and a drainage system that can quickly and stably relieve pressure fluctuations in the drain pipe.

請求項1に記載の緩衝装置は、排水管に取り付けられ、排水管の内部圧力の変動を緩和する緩衝装置であって、
排水管の内部圧力の増減に応じて容積が変動可能な伸縮体を備え、
伸縮体は、一端が開放されたとともに他端が閉塞された中空の筒壁部と、筒壁部の周方向に沿って外面から切り込まれた複数の外溝部と、筒壁部の周方向に沿って内面から切り込まれた複数の内溝部と、を備え、外溝部と内溝部とが筒壁部の軸方向に交互に形成され、各外溝部の溝幅及び各内溝部の溝幅が変動して伸縮体が軸方向に伸縮することを特徴とする。
The shock absorber according to claim 1 is a shock absorber that is attached to a drain pipe and relieves fluctuations in the internal pressure of the drain pipe,
Equipped with a stretchable body whose volume can be changed according to the increase or decrease of the internal pressure of the drainage pipe,
The stretchable body has a hollow cylindrical wall portion that is open at one end and closed at the other end, a plurality of outer groove portions cut from the outer surface along the circumferential direction of the cylindrical wall portion, and the circumferential direction of the cylindrical wall portion A plurality of inner grooves cut from the inner surface along the outer wall, and the outer grooves and the inner grooves are alternately formed in the axial direction of the cylindrical wall portion, the groove width of each outer groove and the groove width of each inner groove. And the elastic body expands and contracts in the axial direction.

請求項2に記載の緩衝装置は、請求項1に記載の緩衝装置において、伸縮体は、当該緩衝装置の本体内部及び/又は排水管内部に配置され、且つ、伸縮体内部が排水管内部と連通せずに外部環境に開放されており、排水管内部が正圧になるときに伸縮体が収縮することを特徴とする。   The shock absorber according to claim 2 is the shock absorber according to claim 1, wherein the stretchable body is disposed inside the body of the shock absorber and / or inside the drain pipe, and the inside of the stretch body is inside the drain pipe. It is open to the external environment without communication, and the stretchable body contracts when the inside of the drain pipe becomes positive pressure.

請求項3に記載の緩衝装置は、請求項1又は2に記載の緩衝装置において、伸縮体は、自然状態で筒壁部の他端が鉛直下方に位置するように自重により垂れ下がり、伸び代を残した状態で所定長で伸長していることを特徴とする。   The shock absorber according to claim 3 is the shock absorber according to claim 1 or 2, wherein the stretchable body hangs down by its own weight so that the other end of the cylindrical wall portion is positioned vertically downward in a natural state, and the expansion allowance is increased. It is characterized in that it is extended by a predetermined length in the state that it is left.

請求項4に記載の緩衝装置は、請求項1から3のいずれかに記載の緩衝装置において、伸縮体は、筒壁部の他端を閉塞するとともに、排水管からの気流を受けるように他端側に開口したカップ状の受け部を備えることを特徴とする。   The shock absorber according to claim 4 is the shock absorber according to any one of claims 1 to 3, wherein the expansion and contraction body closes the other end of the cylindrical wall portion and receives an air flow from the drain pipe. A cup-shaped receiving part opened on the end side is provided.

請求項5に記載の緩衝装置は、請求項1に記載の緩衝装置において、伸縮体は、排水管の外部環境に配置され、且つ、伸縮体内部が排水管内部と連通し、排水管内部が正圧になるときに伸縮体が伸長することを特徴とする。   The shock absorber according to claim 5 is the shock absorber according to claim 1, wherein the stretchable body is disposed in an external environment of the drain pipe, and the inside of the stretch body communicates with the inside of the drain pipe. The stretchable body is extended when a positive pressure is reached.

請求項6に記載の伸縮体は、排水管に取り付けられ、排水管の内部圧力の変動に応じて容積が変動可能な伸縮体であって、
一端が開放されたとともに他端が閉塞された中空の筒壁部と、
筒壁部の周方向に沿って外面から切り込まれた複数の外溝部と、
筒壁部の周方向に沿って内面から切り込まれた複数の内溝部と、を備え、
外溝部と内溝部とが筒壁部の長手方向に交互に形成され、外溝部の溝幅及び内溝部の溝幅が変動して軸方向に伸縮することを特徴とする。
The stretchable body according to claim 6 is a stretchable body attached to a drain pipe and capable of changing in volume according to fluctuations in the internal pressure of the drain pipe,
A hollow cylindrical wall having one end open and the other end closed;
A plurality of outer grooves cut from the outer surface along the circumferential direction of the cylindrical wall,
A plurality of inner grooves cut from the inner surface along the circumferential direction of the cylindrical wall, and
The outer groove portion and the inner groove portion are alternately formed in the longitudinal direction of the cylindrical wall portion, and the groove width of the outer groove portion and the groove width of the inner groove portion vary to expand and contract in the axial direction.

請求項7に記載の排水システムは、排水を流すための排水主管、及び、該排水主管に連結された枝管を備える排水管と、
枝管に取着された請求項1から5のいずれか一項に記載の緩衝装置と、を備えることを特徴とする。
A drainage system according to claim 7, wherein a drainage main pipe for flowing wastewater, and a drainage pipe comprising a branch pipe connected to the drainage main pipe,
The shock absorber according to any one of claims 1 to 5 attached to the branch pipe.

請求項1に記載の緩衝装置によれば、排水管内部の圧力変動を緩和すべく、外溝部及び内溝部の溝幅がそれぞれ変動するように伸縮体が軸方向に伸長又は収縮する。特には、複数の外溝部が筒壁部の周方向に沿って外面から切り込まれ、且つ、複数の内溝部が筒壁部の周方向に沿って内面から切り込まれている。すなわち、溝部が切れ目からなるため、溝幅が実質的に0となるように筒壁部が完全に収縮した形態を原形として維持する。そして、この収縮形態から筒壁部が伸長方向に展開されることにより、当該伸縮体の容積が増大する。つまり、本発明の緩衝装置の伸縮体は、筒壁部が溝部を介して軸方向に展開又は折り畳まれることで伸縮運動するものであるから、従来の弾性変形式の蛇腹成形品と比べて、より弱い力で容易に変形可能である。したがって、本発明の緩衝装置は、排水管内の圧力変動を迅速且つ安定的に緩和することができる。   According to the shock absorber of the first aspect, the expansion and contraction body extends or contracts in the axial direction so that the groove widths of the outer groove portion and the inner groove portion fluctuate in order to alleviate the pressure fluctuation inside the drain pipe. In particular, the plurality of outer groove portions are cut from the outer surface along the circumferential direction of the cylindrical wall portion, and the plurality of inner groove portions are cut from the inner surface along the circumferential direction of the cylindrical wall portion. That is, since the groove portion is formed of a cut line, the form in which the cylindrical wall portion is completely contracted so that the groove width is substantially zero is maintained as the original shape. And the volume of the said expansion-contraction body increases because a cylinder wall part is expand | deployed to an expansion | extension direction from this contraction form. That is, since the expansion body of the shock absorber of the present invention expands and contracts when the cylindrical wall portion is expanded or folded in the axial direction via the groove portion, compared to a conventional elastically deformable bellows molded product, It can be easily deformed with weaker force. Therefore, the shock absorber of the present invention can alleviate pressure fluctuation in the drain pipe quickly and stably.

請求項2に記載の緩衝装置によれば、請求項1の発明の効果に加えて、伸縮体内部が排水管内部と連通せずに外部環境に開放されるように伸縮体が緩衝装置の本体内部及び/又は排水管内部に配置されている。すなわち、排水管内部が正圧となることで伸縮体内部の空気が外部環境に排出されると同時に溝幅が狭まり、伸縮体が収縮する。他方、排水管内部が負圧となることで伸縮体内部に外気が導入されると同時に溝幅が広がり、伸縮体が伸長する。このように伸縮体が外部環境に露出しないように配置されるので、伸縮体を外部環境から保護するとともに、緩衝装置の外形又は外観を伸縮体の伸縮に依らずコンパクトに保つことができる。   According to the shock absorber of claim 2, in addition to the effect of the invention of claim 1, the telescopic body is the main body of the shock absorber so that the inside of the telescopic body is opened to the external environment without communicating with the inside of the drain pipe. It is arranged inside and / or inside the drain pipe. That is, when the inside of the drain pipe becomes a positive pressure, the air inside the expansion / contraction body is discharged to the external environment, and at the same time, the groove width is narrowed and the expansion / contraction body contracts. On the other hand, when the inside of the drain pipe becomes a negative pressure, outside air is introduced into the expansion / contraction body, and at the same time, the groove width widens, and the expansion / contraction body expands. As described above, since the stretchable body is disposed so as not to be exposed to the external environment, the stretchable body can be protected from the external environment, and the outer shape or appearance of the shock absorber can be kept compact regardless of the expansion / contraction of the stretchable body.

請求項3に記載の緩衝装置によれば、請求項1又は2の発明の効果に加えて、排水管内部が正圧又は負圧でない自然状態において、伸縮体が自重で垂れ下がり、重力によって所定の溝幅まで伸長変形している。この自然状態では、伸縮体が重力で均衡した状態にあるので、排水管の内部圧力に変動に迅速に応答して伸縮変形自在である。   According to the shock absorber of claim 3, in addition to the effect of the invention of claim 1 or 2, in a natural state where the drain pipe interior is not positive pressure or negative pressure, the stretchable body hangs down by its own weight, and is given a predetermined amount by gravity. Elongates and deforms to the groove width. In this natural state, the stretchable body is in a state of being balanced by gravity, so that it can be stretched and deformed quickly in response to fluctuations in the internal pressure of the drain pipe.

請求項4に記載の緩衝装置によれば、請求項1から3のいずれかの発明の効果に加えて、受け部が伸縮体の伸縮方向と同じ方向に開口していることにより、排水管内の圧力変動に伴う気流を受け部で効果的に受け、伸縮運動を補助とする。   According to the shock absorber of claim 4, in addition to the effect of the invention of any one of claims 1 to 3, the receiving portion opens in the same direction as the expansion / contraction direction of the expansion / contraction body. Effectively receives the airflow accompanying the pressure fluctuation at the receiving part, and assists the expansion and contraction movement.

請求項5に記載の緩衝装置によれば、請求項1の発明の効果に加えて、伸縮体内部が排水管内部と連通するように伸縮体が排水管の外部環境に配置されている。すなわち、排水管内部が負圧となることで伸縮体内部の空気が排水管内部に排出されると同時に溝幅が狭まり、伸縮体が収縮する。他方、排水管内部が正圧となることで伸縮体内部に空気が導入されると同時に溝幅が広がり、伸縮体が伸長する。   According to the shock absorber described in claim 5, in addition to the effect of the invention of claim 1, the stretchable body is disposed in the external environment of the drainage pipe so that the inside of the stretchable body communicates with the inside of the drainage pipe. That is, the negative pressure inside the drain pipe causes the air inside the expansion body to be discharged into the drain pipe, and at the same time, the groove width is narrowed and the expansion body contracts. On the other hand, when the inside of the drain pipe becomes positive pressure, the air is introduced into the stretchable body, and at the same time, the groove width is widened, and the stretchable body is extended.

請求項6に記載の伸縮体によれば、外溝部及び内溝部の溝幅がそれぞれ変動するように伸縮体が軸方向に伸長又は収縮する。特には、複数の外溝部が筒壁部の周方向に沿って外面から切り込まれ、且つ、複数の内溝部が筒壁部の周方向に沿って内面から切り込まれている。すなわち、溝部が切れ目からなるため、溝幅が実質的に0となるように筒壁部が完全に収縮した形態を原形として維持する。そして、この収縮形態から筒壁部が伸長方向に展開されることにより、当該伸縮体の容積が増大する。つまり、本発明の伸縮体は、筒壁部が溝部を介して軸方向に展開又は折り畳まれることで伸縮運動するものであるから、従来の弾性変形式の蛇腹成形品と比べて、より弱い力で容易に変形可能である。したがって、本発明の伸縮体は、排水管内の圧力変動に迅速且つ安定的に応答して動作可能である。   According to the stretchable body of the sixth aspect, the stretchable body expands or contracts in the axial direction so that the groove widths of the outer groove portion and the inner groove portion vary. In particular, the plurality of outer groove portions are cut from the outer surface along the circumferential direction of the cylindrical wall portion, and the plurality of inner groove portions are cut from the inner surface along the circumferential direction of the cylindrical wall portion. That is, since the groove portion is formed of a cut line, the form in which the cylindrical wall portion is completely contracted so that the groove width is substantially zero is maintained as the original shape. And the volume of the said expansion-contraction body increases because a cylinder wall part is expand | deployed to an expansion | extension direction from this contraction form. That is, the stretchable body of the present invention expands and contracts when the cylindrical wall portion is expanded or folded in the axial direction via the groove portion, and therefore has a weaker force than a conventional elastically deformable bellows molded product. It can be easily deformed. Therefore, the stretchable body of the present invention can operate in response to pressure fluctuation in the drain pipe quickly and stably.

請求項7に記載の排水システムによれば、請求項1から5のいずれかの緩衝装置の効果を排水システム全体として発揮することができる。したがって、本発明の排水システムは、緩衝装置によって排水管内の圧力変動を迅速且つ安定的に緩和するものである。   According to the drainage system of the seventh aspect, the effect of the shock absorber according to any one of the first to fifth aspects can be exhibited as the entire drainage system. Therefore, the drainage system of the present invention can quickly and stably relieve pressure fluctuations in the drainage pipe by the shock absorber.

本発明に係る一実施形態(実施形態1)の緩衝装置の概略斜視図。1 is a schematic perspective view of a shock absorber according to an embodiment (Embodiment 1) according to the present invention. 図1の緩衝装置の(a)平面図及び(b)側面図。The (a) top view and (b) side view of the buffering device of FIG. 図2(b)の緩衝装置のA−A縦断面図。The AA longitudinal cross-sectional view of the buffering device of FIG.2 (b). 図3の緩衝装置のB−B断面図。BB sectional drawing of the shock absorber of FIG. 図1の緩衝装置の伸縮体を示し、(a)は収縮形態の伸縮体の縦断面図であり、(b)はそのC−C断面図であり、(c)は伸長形態の伸縮体の縦断面図であり、(d)はそのD−D断面図である。1 shows a stretchable body of the shock absorber of FIG. 1, (a) is a longitudinal sectional view of the contracted form of the stretched body, (b) is a CC sectional view thereof, and (c) is an expanded form of the stretched body. It is a longitudinal cross-sectional view, (d) is the DD cross-sectional view. 図1の緩衝装置の分解斜視図。The disassembled perspective view of the shock absorber of FIG. 一実施形態の排水システムの分解斜視図。。The exploded perspective view of the drainage system of one embodiment. . 図7の排水システムの部分断面図であり、(a)は排水管の自然状態を示し、(b)は排水管の正圧状態を示し、(c)は排水管の負圧状態を示す。It is a fragmentary sectional view of the drainage system of Drawing 7, (a) shows the natural state of a drain pipe, (b) shows the positive pressure state of a drain pipe, and (c) shows the negative pressure state of a drain pipe. 本発明の一実施形態の排水システムにおいて、緩衝装置に追加緩衝装置を増設した圧変動緩衝構造の概略図。In the drainage system of one embodiment of the present invention, the pressure fluctuation buffer structure which added the additional buffer device to the buffer device. 図9の圧変動緩衝構造の断面図。Sectional drawing of the pressure fluctuation | variation buffer structure of FIG. 本発明に係る別実施形態(実施形態2)の緩衝装置の断面図。Sectional drawing of the shock absorber of another embodiment (Embodiment 2) which concerns on this invention. 本発明に係る別実施形態(実施形態3)の緩衝装置の断面図。Sectional drawing of the shock absorber of another embodiment (Embodiment 3) which concerns on this invention.

以下、本発明の一実施形態について図面を参照しつつ説明する。なお、以下の説明において参照する各図の形状は、好適な形状寸法を説明する上での概念図又は概略図であり、寸法比率等は実際の寸法比率とは必ずしも一致しない。つまり、本発明は、図面における寸法比率に限定されるものではない。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. In addition, the shape of each figure referred in the following description is a conceptual diagram or a schematic diagram for explaining a suitable shape dimension, and a dimension ratio etc. do not necessarily correspond with an actual dimension ratio. That is, the present invention is not limited to the dimensional ratio in the drawings.

[実施形態1]
一般的に、排水管Pは、排水が流れる主管P1と、該主管P1から枝分かれして上方に開口した枝管P2とからなる。そして、排水管Pの主管P1に排水が流れることにより、排水管Pの内部圧力が外気圧と比べて正圧や負圧に変動する。このような圧変動に対応すべく、排水管Pの枝管P2に圧変動の緩和措置がなされる。すなわち、本発明の一実施形態の緩衝装置100は、主管P1及び枝管P1からなる排水管Pに取り付けられ、排水管Pの内部圧力の変動を緩和するように構成されたものである。そして、本実施形態の排水システム10は、排水管Pと、該排水管Pに装着された緩衝装置100とを備えてなる。以下、図1乃至図6を参照して、本実施形態の緩衝装置100の構成を詳細に説明する。
[Embodiment 1]
In general, the drain pipe P includes a main pipe P1 through which drainage flows and a branch pipe P2 that branches from the main pipe P1 and opens upward. And when drainage flows into the main pipe P1 of the drain pipe P, the internal pressure of the drain pipe P fluctuates to a positive pressure or a negative pressure compared to the external pressure. In order to cope with such pressure fluctuations, pressure fluctuation mitigation measures are taken on the branch pipe P2 of the drain pipe P. That is, the shock absorber 100 according to the embodiment of the present invention is attached to the drain pipe P including the main pipe P1 and the branch pipe P1, and is configured to reduce fluctuations in the internal pressure of the drain pipe P. And the drainage system 10 of this embodiment is provided with the drainage pipe P and the buffering device 100 with which this drainage pipe P was mounted | worn. Hereinafter, with reference to FIG. 1 thru | or FIG. 6, the structure of the buffer device 100 of this embodiment is demonstrated in detail.

図1は、本発明の一実施形態の緩衝装置100の斜視図である。図2(a),(b)は、該緩衝装置100の平面図及び正面図である(説明の便宜上、遮蔽部を省略)。図3、4は、該緩衝装置100の縦断面図及び横断面図である。図5は、緩衝装置100を構成する伸縮体120の各断面図である。図6は、緩衝装置100の分解斜視図である。   FIG. 1 is a perspective view of a shock absorber 100 according to an embodiment of the present invention. 2A and 2B are a plan view and a front view of the shock absorber 100 (a shielding part is omitted for convenience of explanation). 3 and 4 are a longitudinal sectional view and a transverse sectional view of the shock absorber 100, respectively. FIG. 5 is a cross-sectional view of the stretchable body 120 constituting the shock absorber 100. FIG. 6 is an exploded perspective view of the shock absorber 100.

図1乃至4に示すとおり、本実施形態の緩衝装置100は、排水管Pに接続される接続部113を有し、排水管P内部と連通するとともに外部環境と隔絶された内部空間118を定める中空の本体110と、該本体110に保持され、排水管Pの内部圧力の変動に応じて容積が変動する中空の伸縮体(容積変動体)120と、を備えてなる。該内部空間118は、排水管P内部とともに圧力変動する圧変動空間である。この内部空間118の容積は、本体111内方の全容積から伸縮体120外形の容積を差し引いたものとして定められる。そして、排水管Pの内部圧力の変動に応じて伸縮体120の容積が増減することにより、内部空間118及び排水管P内部の容積の総和が変動し、排水管P内部の圧変動が緩和される。   As shown in FIGS. 1 to 4, the shock absorber 100 of the present embodiment has a connection portion 113 connected to the drain pipe P, and defines an internal space 118 that communicates with the inside of the drain pipe P and is isolated from the external environment. A hollow main body 110 and a hollow elastic body (volume varying body) 120 that is held by the main body 110 and whose volume varies according to the variation of the internal pressure of the drainage pipe P are provided. The internal space 118 is a pressure fluctuation space in which the pressure fluctuates with the inside of the drain pipe P. The volume of the internal space 118 is determined as the total volume inside the main body 111 minus the volume of the outer shape of the telescopic body 120. And the volume of the expansion-contraction body 120 increases / decreases according to the fluctuation | variation of the internal pressure of the drain pipe P, The sum total of the volume inside the interior space 118 and the drain pipe P fluctuates, and the pressure fluctuation inside the drain pipe P is relieved. The

本体110は、該緩衝装置110の外装部分である周壁111と、該周壁111の上側を部分的に閉塞する上壁112と、周壁111の下端で開口した接続部113と、を備える。該周壁111は中空の円筒形状を有し、上側部分に比べて下方部分が縮径している。また、上壁112は平面視円板形状を有する。そして、周壁111の下端には、排水管Pの枝管P2に接続される接続部113が設けられている。接続部113は、枝管P2の口径に適合可能な継手部113aを任意に含んでいる。この周壁111及び上壁112と伸縮体120外面とが、(本体110を枝管P2に接続した状態で)外部環境と連通せずに排水管P内部と連通した内部空間118を定める。   The main body 110 includes a peripheral wall 111 that is an exterior portion of the shock absorber 110, an upper wall 112 that partially closes the upper side of the peripheral wall 111, and a connection portion 113 that opens at the lower end of the peripheral wall 111. The peripheral wall 111 has a hollow cylindrical shape, and the lower portion has a reduced diameter compared to the upper portion. The upper wall 112 has a disk shape in plan view. A connecting portion 113 connected to the branch pipe P <b> 2 of the drain pipe P is provided at the lower end of the peripheral wall 111. The connecting portion 113 optionally includes a joint portion 113a that can be adapted to the diameter of the branch pipe P2. The peripheral wall 111, the upper wall 112, and the outer surface of the telescopic body 120 define an internal space 118 that communicates with the inside of the drain pipe P without communicating with the external environment (with the main body 110 connected to the branch pipe P2).

また、本体110には、上壁112から伸縮体120を吊り下げるための支持部114が設けられている。支持部114は、周壁111の内周から張り出しており、その内周縁に円形の開口を定める。この開口の径は、伸縮体120上端の開口端部122の径に対応している。そして、該支持部114と上壁112とが伸縮体120の開口端部122を封止状態で挟圧することにより、伸縮体120を周壁111の径方向の略中心で保持している。   Further, the main body 110 is provided with a support portion 114 for suspending the stretchable body 120 from the upper wall 112. The support portion 114 protrudes from the inner periphery of the peripheral wall 111, and defines a circular opening at the inner periphery. The diameter of the opening corresponds to the diameter of the opening end 122 at the upper end of the stretchable body 120. The support 114 and the upper wall 112 hold the open end 122 of the stretchable body 120 in a sealed state, thereby holding the stretchable body 120 at substantially the center in the radial direction of the peripheral wall 111.

さらに、本体110の上壁112(図2(a)の下側部分)には、通気部115が設けられている。該通気部115は、支持する伸縮体120内部と外部環境とを通気させるように機能する。図4に示すとおり、該通気部115は、上壁112略中央に穿設された平面視略円弧形状の透孔115aを有する。該透孔115aは、支持部114の内周縁よりも内側に位置している。すなわち、通気部115の透孔115aが伸縮体120内部を外部環境に連通させる。そして、該透孔115aの上方を覆うように周壁111上端に柵状部115bが形成されている。柵状部115bは、伸縮体120内部への通気を妨げることなく当該透孔115aを介して虫やゴミ等が伸縮体120内部に浸入することを防止する。本緩衝装置100では、通気部115は、伸縮体120内部とは連通するが、排水管P内部とは隔絶されている。   Further, a ventilation portion 115 is provided on the upper wall 112 of the main body 110 (the lower portion of FIG. 2A). The ventilation portion 115 functions to ventilate the supporting elastic body 120 and the external environment. As shown in FIG. 4, the ventilation portion 115 has a through-hole 115 a having a substantially arc shape in a plan view that is formed in the approximate center of the upper wall 112. The through hole 115 a is located inside the inner peripheral edge of the support portion 114. That is, the through hole 115a of the ventilation portion 115 allows the inside of the expansion / contraction body 120 to communicate with the external environment. And the fence-like part 115b is formed in the upper end of the surrounding wall 111 so that the upper direction of this through-hole 115a may be covered. The fence-like portion 115b prevents insects, dust, and the like from entering the inside of the expansion / contraction body 120 through the through hole 115a without hindering the ventilation into the expansion / contraction body 120. In the present shock absorber 100, the ventilation portion 115 communicates with the inside of the elastic body 120, but is isolated from the inside of the drain pipe P.

そして、本体110の上壁112(図2(a)の上側部分)には、通気部115に隣接して拡張部116が設けられている。該拡張部116は、不使用時には蓋状の遮断部117によって閉塞されているが、必要に応じて当該緩衝装置100の圧変動緩衝性能を拡張すべく(緩衝装置100と同じ構成の)追加緩衝装置100’(図9参照)を連結するように機能する。なお、本実施形態の遮断部117は、閉塞用の蓋材であるが、通気弁であってもよい。通気弁は、排水管Pの自然状態及び正圧時に拡張部116を閉塞して臭気の漏れ出し等を防ぎ、排水管Pの負圧時に外気を吸入して負圧を効果的に解消するように機能する。   An extension 116 is provided on the upper wall 112 of the main body 110 (upper portion in FIG. 2A) adjacent to the ventilation portion 115. The expansion unit 116 is closed by a lid-shaped blocking unit 117 when not in use, but an additional buffer (with the same configuration as the buffer device 100) is used to expand the pressure fluctuation buffering performance of the buffer device 100 as necessary. It functions to connect the device 100 ′ (see FIG. 9). In addition, although the interruption | blocking part 117 of this embodiment is a lid | cover material for obstruction | occlusion, a ventilation valve may be sufficient. The vent valve closes the expansion part 116 when the drain pipe P is in a natural state and at a positive pressure to prevent leakage of odors, etc., and sucks outside air when the drain pipe P is at a negative pressure to effectively eliminate the negative pressure. To work.

図4に示すとおり、当該拡張部116は、上壁112の外周縁近傍に穿設された平面視三日月形状の通孔116aと、該通孔116aの内縁に設けられた柵状部116bと、通孔116aと連通するように上壁112から略垂直に立設した筒部116cと、を備える。該拡張部116(筒部116c中心)は、平面視において周壁111中心から偏心している。該通孔116aは、支持部114の内周縁よりも外側に形成され、伸縮体120の開口端部122の径方向外側に位置する。また、通気部115と拡張部116とは上壁112から立設した隔壁部112aによって隔絶されている。より詳細には、筒部116c内壁に隔壁部112aが一体形成され、透孔115a周縁を縁取るとともに透孔115a上面を覆うことにより、透孔115aと通孔116a(筒部116c内部)とを隔絶している。すなわち、通孔116aは、伸縮体120内部とは連通しないが排水管P内部と連通するように配置されている。後述するとおり、追加緩衝装置100’を緩衝装置100に増設した場合、排水管Pからの気流が本体110内壁と伸縮体120との間に定められた気体流路119を通って拡張部116を通過する。   As shown in FIG. 4, the extended portion 116 includes a crescent-shaped through hole 116 a formed in the vicinity of the outer peripheral edge of the upper wall 112, a fence-like portion 116 b provided at the inner edge of the through hole 116 a, And a cylindrical portion 116c erected substantially vertically from the upper wall 112 so as to communicate with the through hole 116a. The extended portion 116 (center of the cylindrical portion 116c) is eccentric from the center of the peripheral wall 111 in plan view. The through-hole 116 a is formed outside the inner peripheral edge of the support portion 114, and is positioned on the radially outer side of the opening end 122 of the stretchable body 120. Further, the ventilation portion 115 and the expansion portion 116 are isolated from each other by a partition wall portion 112 a erected from the upper wall 112. More specifically, the partition wall 112a is integrally formed on the inner wall of the cylindrical portion 116c, and the through hole 115a and the through hole 116a (inside the cylindrical portion 116c) are formed by bordering the periphery of the through hole 115a and covering the upper surface of the through hole 115a. It is isolated. That is, the through-hole 116a is arranged so as not to communicate with the inside of the expansion / contraction body 120 but communicate with the inside of the drain pipe P. As will be described later, when the additional shock absorber 100 ′ is added to the shock absorber 100, the air flow from the drain pipe P passes through the gas flow path 119 defined between the inner wall of the main body 110 and the expansion and contraction body 120, and extends the expansion portion 116. pass.

なお、本実施形態の緩衝装置100の本体110は、合成樹脂で成形されたものであるが、本発明はこれに限定されず、種々の材質を選択可能である。   In addition, although the main body 110 of the shock absorber 100 of the present embodiment is formed of a synthetic resin, the present invention is not limited to this, and various materials can be selected.

次に、図3及び図5を参照して、本実施形態の伸縮体120を説明する。図5(a)、(b)は、筒壁部121が収縮した状態(又は折り畳まれた状態)の縦断面図及び横断面図である。図5(c)、(d)は、筒壁部121が伸長した状態(又は展開した状態)の縦断面図及び横断面図である。   Next, with reference to FIG.3 and FIG.5, the expansion-contraction body 120 of this embodiment is demonstrated. 5A and 5B are a longitudinal sectional view and a transverse sectional view in a state where the cylindrical wall 121 is contracted (or in a folded state). 5C and 5D are a longitudinal sectional view and a transverse sectional view in a state where the cylindrical wall portion 121 is extended (or in a developed state).

伸縮体120は、中空の蛇腹形状を有しており、排水管Pの内部圧力の増減に応じて容積が変動可能に構成されている。また、伸縮体120は、本体110内部及び/又は排水管P内部に配置され、且つ、伸縮体120内部が排水管P内部と連通せずに外部環境に開放されている。そして、該伸縮体120では、その上端(一端)の開口端部122が固定端であり、その他端(下端)の閉塞端部が自由端である。   The stretchable body 120 has a hollow bellows shape, and is configured such that the volume can be changed according to the increase or decrease of the internal pressure of the drain pipe P. The stretchable body 120 is disposed inside the main body 110 and / or the drainage pipe P, and the interior of the stretchable body 120 is not communicated with the inside of the drainage pipe P and is open to the external environment. In the stretchable body 120, the open end 122 at the upper end (one end) is a fixed end, and the closed end at the other end (lower end) is a free end.

図3に示すとおり、伸縮体120は、上端に開放端122を有する中空の筒壁部121と、該筒壁部121の外周壁に形成された複数の外溝部124と、該筒壁部121の内周壁に形成された複数の内溝部125と、該筒壁部121の他端を封止状態で閉塞する受け部126とを備える。当該伸縮体120は、その外溝部124及び内溝部125の溝幅がそれぞれ変動するように筒壁部121が軸方向に伸長又は収縮することにより、その容積を増大又は縮小させる。この外溝部124及び内溝部125は、細溝であり、その溝幅を狭めた際に肉部が実質的に当接又は接触する(くっつく)ように閉口する。また、外溝部124及び内溝部125の先端が基端を軸に開口する(はなれる)ことによって、その溝幅が変化する。そして、該筒壁部121内部に、外部環境(通気部115)と連通するが内部空間118(排水管P内部)と隔絶された中空部121aが定められる。   As shown in FIG. 3, the stretchable body 120 includes a hollow cylindrical wall part 121 having an open end 122 at the upper end, a plurality of outer groove parts 124 formed on the outer peripheral wall of the cylindrical wall part 121, and the cylindrical wall part 121. A plurality of inner groove portions 125 formed on the inner peripheral wall of the first and second receiving portions 126 for closing the other end of the cylindrical wall portion 121 in a sealed state. The expansion / contraction body 120 increases or decreases its volume by extending or contracting the cylindrical wall portion 121 in the axial direction so that the groove widths of the outer groove portion 124 and the inner groove portion 125 respectively change. The outer groove portion 124 and the inner groove portion 125 are narrow grooves, and are closed so that the meat portion substantially abuts or contacts (sticks) when the groove width is narrowed. Further, when the distal ends of the outer groove portion 124 and the inner groove portion 125 open (separate) with the base end as an axis, the groove width changes. A hollow portion 121 a that communicates with the external environment (venting portion 115) but is isolated from the internal space 118 (inside the drainage pipe P) is defined inside the cylindrical wall portion 121.

図5(a)に示すとおり、外溝部124は、肉厚の周壁を有する円筒体(完全に折り畳まれた筒壁部121に相当)が周方向に沿って外面から線形状に切り込まれたことにより形成された。他方、内溝部125は、肉厚の周壁を有する円筒体が周方向に沿って内面から線形状に切り込まれたことにより形成された。より詳細には、該伸縮体120では、外溝部124が筒壁部121の内周縁部を残して外面から切り込まれ、且つ、内溝部125が筒壁部121の外周縁部を残して内面から切り込まれている。これら複数の外溝部124と複数の内溝部125とが筒壁部121の軸方向に交互に形成されている。すなわち、外溝部124及び内溝部125は(軸方向と直交する)周方向に延在する線形の切れ目として交互に形成されたものである。そして、原形(収縮形態)において、筒壁部121の外径は、その伸縮部分において軸方向で一様である。   As shown in FIG. 5A, the outer groove portion 124 is formed by cutting a cylindrical body having a thick peripheral wall (corresponding to a completely folded cylindrical wall portion 121) into a linear shape from the outer surface along the circumferential direction. Was formed. On the other hand, the inner groove portion 125 was formed by cutting a cylindrical body having a thick peripheral wall into a linear shape from the inner surface along the circumferential direction. More specifically, in the stretchable body 120, the outer groove portion 124 is cut from the outer surface leaving the inner peripheral edge portion of the cylindrical wall portion 121, and the inner groove portion 125 is the inner surface leaving the outer peripheral edge portion of the cylindrical wall portion 121. Has been cut from. The plurality of outer groove portions 124 and the plurality of inner groove portions 125 are alternately formed in the axial direction of the cylindrical wall portion 121. That is, the outer groove portion 124 and the inner groove portion 125 are alternately formed as linear cuts extending in the circumferential direction (perpendicular to the axial direction). And in an original form (contraction form), the outer diameter of the cylinder wall part 121 is uniform in the axial direction in the expansion-contraction part.

これら外溝部124と内溝部125との間には、図5(b)に示すように環状板体127が定められる。そして、複数の環状板体127が軸方向に内外交互の周縁部を介して連設されている。つまり、各環状板体127は、その内周縁で上方(下方)に隣接する環状板体127に連結され、その外周縁で下方(上方)に隣接する環状板体127に連結される。すなわち、筒壁部121は、肉厚の円筒体に線形の切れ目(各溝部124,125)が形成されたものであるので、環状板体127が接触した状態(各溝部124,125の溝幅が0の状態)を原形として維持する。換言すると、図5(a)のように、各環状板体127が重畳されて筒壁部121が完全に収縮(折り畳まれた)形態では、弾性復帰力が発生していない。この図5(a)の形態では、伸縮体120の容積が最小となる。   An annular plate 127 is defined between the outer groove portion 124 and the inner groove portion 125 as shown in FIG. A plurality of annular plate bodies 127 are continuously provided in the axial direction via peripheral edges that are alternately inside and outside. That is, each annular plate body 127 is connected to the annular plate body 127 adjacent to the upper side (downward) at the inner peripheral edge thereof and connected to the annular plate body 127 adjacent to the lower side (upper side) at the outer peripheral edge thereof. That is, since the cylindrical wall 121 has a linear cut (each groove 124, 125) formed in a thick cylindrical body, the annular plate 127 is in contact (the groove width of each groove 124, 125). Is maintained as the original shape. In other words, as shown in FIG. 5A, in the form in which the annular plate bodies 127 are overlapped and the cylindrical wall 121 is completely contracted (folded), no elastic restoring force is generated. In the form of FIG. 5A, the volume of the stretchable body 120 is minimized.

そして、図5(a)の収縮状態から各環状板体127が内周縁部及び外周縁部を支点として軸方向に傾動することにより、各外溝部124及び各内溝部125の溝幅がそれぞれ広がって筒壁部121全体が伸長する。すなわち、筒壁部121は、初動において、各環状板体127が縦に展開されるように変形する。この展開変形において、弾性復帰力の影響をほぼ無視することができる。厳密には、環状板体127が傾動するときに弾性的に屈折するが、(筒壁部121が過度に伸長する場合を除いて)重力による影響と比べて弾性復帰力は十分に小さい。そして、複数の外溝部124及び内溝部125の溝幅が変動することにより、筒壁部121が軸方向に伸縮する。図5(c)に示すとおり、各外溝部124及び各内溝部125がほぼ均等な溝幅で広がることにより、筒壁部121が軸方向に伸長する。このとき、環状板体127が屈折して軸方向に傾斜している一方で、図5(d)に示すように、継目127aが原形(水平な環状板)を維持している。この外縁側の継目127aの外径が筒壁部121の最大外径を示し、内縁側の継目127aの内径が筒壁部121の最小内径を示す。収縮形態の筒壁121の外径は、伸長形態の筒壁121の外径とほぼ等しい(あるいは、僅かに大きい)ため、筒壁部121の伸縮による拡張部116までの気体流路119が閉塞されることはない。   Then, each annular plate 127 tilts in the axial direction with the inner peripheral edge and the outer peripheral edge as fulcrums from the contracted state of FIG. 5A, so that the groove widths of the outer groove 124 and the inner groove 125 are expanded. As a result, the entire cylindrical wall 121 extends. That is, the cylindrical wall portion 121 is deformed so that each annular plate 127 is deployed vertically in the initial movement. In this unfolding deformation, the influence of the elastic restoring force can be almost ignored. Strictly speaking, the annular plate 127 is refracted elastically when tilted, but the elastic restoring force is sufficiently small compared to the influence of gravity (except when the cylindrical wall 121 extends excessively). And the cylinder wall part 121 is expanded-contracted in an axial direction by the groove width of the some outer groove part 124 and the inner groove part 125 changing. As shown in FIG. 5C, the outer wall portions 124 and the inner groove portions 125 spread with substantially equal groove widths, so that the cylindrical wall portion 121 extends in the axial direction. At this time, while the annular plate 127 is refracted and inclined in the axial direction, the joint 127a maintains the original shape (horizontal annular plate) as shown in FIG. 5 (d). The outer diameter of the outer edge side joint 127 a indicates the maximum outer diameter of the cylindrical wall portion 121, and the inner diameter of the inner edge side joint 127 a indicates the minimum inner diameter of the cylindrical wall portion 121. Since the outer diameter of the contracted form of the cylindrical wall 121 is substantially equal to (or slightly larger than) the outer diameter of the extended form of the cylindrical wall 121, the gas flow path 119 to the expansion part 116 due to expansion and contraction of the cylindrical wall part 121 is blocked. Will never be done.

また、伸縮体120は、その一端が開放されるように支持部114に支持されている。より詳細には、伸縮体120の開口端部122には円環状の連結片122aが設けられ、この連結片122aが支持部114上面と上壁112下面に封止状態で挟圧されている。つまり、開口端部122及び通気部115を介して中空部121aが外部環境と連通している。   The stretchable body 120 is supported by the support portion 114 so that one end thereof is opened. More specifically, an annular connecting piece 122a is provided at the opening end 122 of the stretchable body 120, and the connecting piece 122a is pressed between the upper surface of the support 114 and the lower surface of the upper wall 112 in a sealed state. That is, the hollow portion 121a communicates with the external environment through the opening end portion 122 and the ventilation portion 115.

他方、伸縮体120の他端には、該筒壁部121の他端を閉塞するとともに他端側に開口したカップ状の受け部126が取着されている。該受け部126は、所定の重量を有し、伸縮体120全体の自重の一部を構成する。該受け部126は、筒壁部121の他端を密閉する底部126aと、該底部126aから他端側に立設した立設部126bと、該立設部126cの先端縁に縁取られた開口126cと、を備える。つまり、筒壁部121肉部と受け部126の底部126aによって、中空部121aと内部空間118(排水管P内部)との間の通気が遮断されている。また、受け部126は、伸縮体120の伸縮方向と同じ方向に開口していることにより、排水管P内の圧力変動に伴う気流を効果的に受け、伸縮運動を補助とする。より具体的には、当該受け部126の立設部126bが開口126cを介して排水管Pの鉛直下方からの上昇気流をその内方に収集し、底部126aがその表面で略垂直に上昇気流を受ける。すなわち、この上昇気流の方向と筒壁部121の伸縮方向とが平行であるため、受け部126が力を効果的に受けることができる。   On the other hand, a cup-shaped receiving portion 126 that closes the other end of the cylindrical wall 121 and opens to the other end is attached to the other end of the stretchable body 120. The receiving part 126 has a predetermined weight, and constitutes a part of its own weight of the expansion / contraction body 120. The receiving portion 126 includes a bottom portion 126a that seals the other end of the cylindrical wall portion 121, a standing portion 126b that is erected on the other end side from the bottom portion 126a, and an opening that is edged at a leading edge of the standing portion 126c. 126c. That is, ventilation between the hollow part 121a and the internal space 118 (inside the drain pipe P) is blocked by the cylindrical wall part 121 and the bottom part 126a of the receiving part 126. Further, the receiving part 126 is opened in the same direction as the expansion / contraction direction of the expansion / contraction body 120, thereby effectively receiving the air flow accompanying the pressure fluctuation in the drain pipe P and assisting the expansion / contraction movement. More specifically, the standing portion 126b of the receiving portion 126 collects the upward air flow from the vertically lower side of the drain pipe P through the opening 126c, and the bottom portion 126a is substantially vertically upward on the surface thereof. Receive. That is, since the direction of the ascending air current and the expansion / contraction direction of the cylindrical wall portion 121 are parallel, the receiving portion 126 can effectively receive the force.

なお、本実施形態の伸縮体120の筒壁部121は、原形を維持可能であり、且つ、自重により展開可能な程度の柔軟性を有する材料から形成されてなる。例えば、伸縮体120の筒壁部121は、ゴム材料の肉厚円筒体に刃物等で切れ目が導入されることによって形成され得る。しかしながら、本発明の伸縮体は、これに限定されず、合成樹脂等の種々の材料を採用可能である。   In addition, the cylindrical wall part 121 of the expansion-contraction body 120 of this embodiment is formed from the material which can maintain an original form and has a softness | flexibility of the grade which can be expand | deployed by dead weight. For example, the cylindrical wall portion 121 of the stretchable body 120 can be formed by introducing a cut line with a blade or the like into a thick cylindrical body of rubber material. However, the stretchable body of the present invention is not limited to this, and various materials such as synthetic resins can be employed.

図6は、緩衝装置100の分解斜視図である。図6に示すとおり、本体110は、周壁111を含む第1部材110Aと、上壁112を含む第2部材110Bと、柵状部116bを含む第3部材110Cとがビス(図示せず)で固定されてなる。そして、第1部材110Aと第2部材110Bとの間に伸縮体120の開口端部122の連結片122aが狭圧されることにより、緩衝装置100が組み立てられる。   FIG. 6 is an exploded perspective view of the shock absorber 100. As shown in FIG. 6, in the main body 110, a first member 110A including a peripheral wall 111, a second member 110B including an upper wall 112, and a third member 110C including a fence-like portion 116b are screws (not shown). It is fixed. And the buffering device 100 is assembled by the connection piece 122a of the opening edge part 122 of the expansion-contraction body 120 being narrow-pressed between 110 A of 1st members, and the 2nd member 110B.

続いて、図7及び図8を参照して、本実施形態の緩衝装置100が排水管Pに装着された排水システム10を説明する。図7は、本実施形態の緩衝装置100が排水管Pの枝管P2に取着された排水システム10の分解斜視図である。図8(a)は、排水管P内部が自然状態にある排水システム10の断面図である。図8(b)は、排水管P内部が正圧状態にある排水システム10の断面図である。図8(c)は、排水管P内部が負圧状態にある排水システム10の断面図である。なお、「自然状態」とは、有意な正圧及び負圧のいずれもが排水管P内部に生じていない通常時の状態を意味する。   Subsequently, the drainage system 10 in which the shock absorber 100 of the present embodiment is attached to the drainage pipe P will be described with reference to FIGS. 7 and 8. FIG. 7 is an exploded perspective view of the drainage system 10 in which the shock absorber 100 of this embodiment is attached to the branch pipe P2 of the drainage pipe P. FIG. 8A is a cross-sectional view of the drainage system 10 in which the inside of the drainage pipe P is in a natural state. FIG. 8B is a cross-sectional view of the drainage system 10 in which the inside of the drainage pipe P is in a positive pressure state. FIG. 8C is a cross-sectional view of the drainage system 10 in which the inside of the drainage pipe P is in a negative pressure state. The “natural state” means a normal state in which neither significant positive pressure nor negative pressure is generated in the drain pipe P.

図7に示すとおり、排水システム10において、本体110の内部空間118が排水管P内部に連通するように、接続部113の継手部113aを介して排水管Pの枝管P2に取着されている。継手部113aは、枝管P2の口径に接続部113の口径を適合させるように、枝管P2の開口に任意に取着される。ただし、接続部113口径が枝管P2口径に対応していれば、継手部113aは省略可能である。なお、本体110内部、継手部113a内部が連通しているため、これらが一体的な内部空間118として解釈される。あるいは、継手部113aを排水管Pの一部として捉え、継手部113a内部を排水管P内部として解釈してもよい。   As shown in FIG. 7, in the drainage system 10, the drainage pipe P is attached to the branch pipe P <b> 2 through the joint 113 a of the connection part 113 so that the internal space 118 of the main body 110 communicates with the drainage pipe P. Yes. The joint portion 113a is arbitrarily attached to the opening of the branch pipe P2 so that the diameter of the connection portion 113 is adapted to the diameter of the branch pipe P2. However, if the diameter of the connecting portion 113 corresponds to the diameter of the branch pipe P2, the joint portion 113a can be omitted. Since the inside of the main body 110 and the inside of the joint portion 113a communicate with each other, these are interpreted as an integrated internal space 118. Alternatively, the joint 113a may be regarded as a part of the drain pipe P, and the inside of the joint 113a may be interpreted as the drain pipe P.

図8(a)〜(c)に示すとおり、排水システム10では、排水管P内部と連通する内部空間118が、外部環境と隔絶されている。そして、伸縮体120内部(中空部121a)が排水管P内部と連通せずに外部環境に開放されるように伸縮体120が本体110内部に配置されている。本実施形態では、伸縮体120が本体110の内部空間118の範囲で伸縮可能に配置されている。容積変動体である伸縮体120の拡縮に応じて、本体110の内部空間118の容積が変動する。しかしながら、伸縮体120は、本体110の継手部113aを越えて排水管P内部にまで延び出るように配置されてもよい。その場合、排水管P内部の圧変動に応じて、伸縮体120の内部空間118自体の容積がほとんど変動せず、排水管P内部の容積が変動する。   As shown in FIGS. 8A to 8C, in the drainage system 10, the internal space 118 that communicates with the inside of the drainage pipe P is isolated from the external environment. And the expansion-contraction body 120 is arrange | positioned inside the main body 110 so that the inside of the expansion-contraction body 120 (hollow part 121a) may be open | released by the external environment, without communicating with the inside of the drain pipe P. In the present embodiment, the stretchable body 120 is arranged to be stretchable within the range of the internal space 118 of the main body 110. The volume of the internal space 118 of the main body 110 varies according to the expansion / contraction of the expansion / contraction body 120 which is a volume variation body. However, the stretchable body 120 may be disposed so as to extend beyond the joint portion 113a of the main body 110 to the inside of the drain pipe P. In that case, according to the pressure fluctuation inside the drainage pipe P, the volume of the internal space 118 itself of the expansion-contraction body 120 hardly fluctuates, and the volume inside the drainage pipe P fluctuates.

図8(a)は、伸縮体120が自重で鉛直下方に垂れ下がり、重力によって所定の溝幅まで伸長変形した緩衝装置100の状態を示している。この「自重」とは、伸縮体120全体の重さであり、本実施形態では、筒壁部121及び受け部126の総重量である。換言すれば、該受け部126は、錘としても機能しており、その重量を調整することにより筒壁部121の自重による初期長を調整可能である。図8(a)の自然状態では、外溝部124及び内溝部125が広がるように筒壁部121が鉛直下方に展開され、筒壁部121が軸方向に所定長まで延びている。この所定長が、自然状態の圧変動緩衝装置10の自然長であり、その自重によって筒壁部121が僅かに弾性変形し、筒壁部121の弾性力と自重とが均衡している。すなわち、伸縮体120は、自然状態で(限界まで広がった状態と完全に狭まった状態の間となる)中間の溝幅を有し、溝幅を完全に広げることなく伸び代を残している。このように、自然状態において、伸縮体120が当該長さで重力によって釣り合った状態にあるので、排水管Pの内部圧力に変動に迅速に応答して容易に伸縮変形自在である。つまり、伸縮体120は、排水管P内部の圧変動を緩和すべく、排水管P内部が正圧になると収縮し、負圧になると伸長するように動作する。   FIG. 8A shows a state of the shock absorber 100 in which the expansion and contraction body 120 hangs vertically downward by its own weight and is expanded and deformed to a predetermined groove width by gravity. This “self-weight” is the weight of the entire stretchable body 120, and in this embodiment, is the total weight of the cylindrical wall portion 121 and the receiving portion 126. In other words, the receiving portion 126 also functions as a weight, and the initial length due to the weight of the cylindrical wall portion 121 can be adjusted by adjusting the weight. In the natural state of FIG. 8A, the cylinder wall 121 is developed vertically downward so that the outer groove 124 and the inner groove 125 are expanded, and the cylinder wall 121 extends to a predetermined length in the axial direction. This predetermined length is the natural length of the pressure fluctuation buffer device 10 in the natural state, and the cylinder wall 121 is slightly elastically deformed by its own weight, and the elastic force and the own weight of the cylinder wall 121 are balanced. In other words, the stretchable body 120 has an intermediate groove width in a natural state (between a state where the expansion and contraction is widened and a state where the expansion and contraction is completely narrowed), and leaves an extension allowance without completely expanding the groove width. In this way, in the natural state, the stretchable body 120 is in a state of being balanced by gravity with the length, so that it can be easily stretched and deformed quickly in response to fluctuations in the internal pressure of the drain pipe P. That is, the expansion and contraction body 120 operates so as to contract when the inside of the drain pipe P becomes positive pressure and to expand when it becomes negative pressure in order to alleviate the pressure fluctuation inside the drain pipe P.

図8(b)では、排水管P内部が正圧となり、排水管Pからの気流を受け部126で受けて、筒壁部121が自然長から軸方向に収縮している。すなわち、排水管P内部が正圧となることにより、伸縮体120内部の空気が通気部115を介して外部環境に排出されると同時に溝幅124,125が狭まり、伸縮体120が収縮している。このように、伸縮体120の容積が縮小することにより、内部空間118及び排水管P内部の容積の総和が増加し、排水管P内部の圧力上昇が緩和される。そして、本緩衝装置100の収縮運動では、重力に抗して筒壁部121が折り畳まれており、収縮の際に弾性力(弾発力)が生じない。よって、伸縮体120は、従来の弾性変形式の蛇腹状部材と異なり、弾性変形の初動のための力を必要とすることなく、排水管P内部の正圧発生に迅速に応答して収縮変形することが可能である。そして、排水管内部Pの正圧が解消された後、図8(b)の収縮形態から弾性復帰力でなく、重力で図8(a)の自然長に復帰する。   In FIG. 8B, the inside of the drain pipe P becomes a positive pressure, the air flow from the drain pipe P is received by the receiving portion 126, and the cylindrical wall portion 121 is contracted in the axial direction from the natural length. That is, when the inside of the drain pipe P becomes a positive pressure, the air inside the expansion / contraction body 120 is discharged to the external environment through the ventilation portion 115, and at the same time, the groove widths 124 and 125 are narrowed, and the expansion / contraction body 120 contracts. Yes. Thus, by reducing the volume of the expansion / contraction body 120, the sum total of the volumes inside the internal space 118 and the drain pipe P is increased, and the pressure rise inside the drain pipe P is alleviated. In the contraction motion of the shock absorber 100, the cylindrical wall 121 is folded against gravity, and no elastic force (elastic force) is generated during contraction. Therefore, unlike the conventional elastically deformable bellows-like member, the expansion / contraction body 120 does not require a force for the initial movement of the elastic deformation and quickly contracts and deforms in response to the generation of positive pressure inside the drain pipe P. Is possible. Then, after the positive pressure inside the drain pipe P is eliminated, the natural length of FIG. 8A is restored by gravity instead of the elastic restoring force from the contracted form of FIG. 8B.

図8(c)では、排水管P内部が負圧となり、排水管Pへの気流が発生し、筒壁部121が自然長から軸方向に伸長している。すなわち、排水管P内部が負圧となることにより、伸縮体120内部に通気部115を介して外気が導入されると同時に溝幅124,125が広がり、伸縮体120が伸長する。このように、伸縮体120の容積が増大することにより、内部空間118及び排水管P内部の容積の総和が減少し、排水管P内部の圧力下降が緩和される。そして、本緩衝装置100の伸長運動では、弾性復帰力に抗して伸縮体120が下方に伸長する。このとき、自然状態において筒壁部121が自重で弾性変形して釣り合った状態にあるため、僅かな力で伸長可能であり、排水管P内部の負圧発生に迅速に応答して伸長変形することが可能である。そして、排水管内部Pの負圧が解消された後、図8(c)の伸長形態から弾性復帰力によって図8(a)の自然長に復帰する。   In FIG.8 (c), the drain pipe P inside becomes a negative pressure, the airflow to the drain pipe P generate | occur | produces, and the cylinder wall part 121 is extended in the axial direction from natural length. That is, when the inside of the drain pipe P becomes a negative pressure, outside air is introduced into the expansion / contraction body 120 through the ventilation portion 115, and at the same time, the groove widths 124 and 125 are expanded, and the expansion / contraction body 120 is expanded. Thus, when the volume of the expansion-contraction body 120 increases, the sum total of the volume inside the interior space 118 and the drain pipe P decreases, and the pressure drop inside the drain pipe P is alleviated. And in the expansion | extension exercise | movement of this buffer device 100, the expansion-contraction body 120 expand | extends below against elastic return force. At this time, since the cylindrical wall portion 121 is elastically deformed and balanced by its own weight in a natural state, it can be expanded with a slight force, and is expanded and deformed in quick response to the generation of negative pressure inside the drain pipe P. It is possible. Then, after the negative pressure inside the drain pipe P is eliminated, the natural length of FIG. 8A is restored by the elastic restoring force from the extended form of FIG. 8C.

本実施形態の緩衝装置100は、その圧変動緩衝性能を拡張すべく、拡張部116を介して、同一の構成を有する追加緩衝装置100’を連設することが可能である。図9は、本実施形態の緩衝装置100に追加緩衝装置100’を連設し、圧変動緩衝性能を拡張した圧変動緩衝構造11を示す概略図である。図10は、該圧変動緩衝構造11の部分拡大図である。   In the shock absorber 100 of this embodiment, an additional shock absorber 100 ′ having the same configuration can be continuously provided via the expansion portion 116 in order to expand the pressure fluctuation buffer performance. FIG. 9 is a schematic view showing a pressure fluctuation buffer structure 11 in which an additional buffer device 100 ′ is connected to the buffer device 100 of the present embodiment to expand the pressure fluctuation buffer performance. FIG. 10 is a partially enlarged view of the pressure fluctuation buffer structure 11.

図9及び図10に示すとおり、該圧変動緩衝構造11では、緩衝装置100の内部空間118と追加緩衝装置100’の内部空間118’とが連通するように、緩衝装置100の拡張部116に追加緩衝装置100’の接続部113’(継手部113a’)が直列的に連結されている。そして、追加緩衝装置100’の拡張部116’が遮断部117で閉塞されている。すなわち、排水管P内部と連通した内部空間118,118’内で2つの伸縮体120,120’が伸縮可能となり、排水管P内部と連通した空間全体で変動可能な容積が2倍となる。これにより、圧変動緩衝構造11は、より高い圧変動緩衝性能を備える。なお、本実施形態の圧変動緩衝構造11では、1つの追加緩衝装置100’が増設されただけであるが、より高い圧変動緩衝性能が必要であれば、複数の追加緩衝装置100’が増設されてもよい。この場合、末端の追加緩衝装置100’の拡張部116’が遮断部117で閉塞される。   As shown in FIGS. 9 and 10, in the pressure fluctuation buffer structure 11, the expansion portion 116 of the shock absorber 100 is connected so that the internal space 118 of the shock absorber 100 communicates with the internal space 118 ′ of the additional shock absorber 100 ′. The connecting portion 113 ′ (joint portion 113a ′) of the additional shock absorber 100 ′ is connected in series. Then, the extension part 116 ′ of the additional shock absorber 100 ′ is closed by the blocking part 117. That is, the two telescopic bodies 120 and 120 ′ can be expanded and contracted in the internal spaces 118 and 118 ′ communicating with the inside of the drain pipe P, and the variable volume in the entire space communicating with the inside of the drain pipe P is doubled. Thereby, the pressure fluctuation buffer structure 11 has higher pressure fluctuation buffer performance. In addition, in the pressure fluctuation buffer structure 11 of this embodiment, only one additional shock absorber 100 ′ is added. However, if higher pressure fluctuation buffer performance is required, a plurality of additional shock absorbers 100 ′ are added. May be. In this case, the expansion part 116 ′ of the end additional shock absorber 100 ′ is blocked by the blocking part 117.

また、緩衝装置100は、拡張部116に取着され、追加緩衝装置100’の接続部113’を連結可能な径違い継手130をさらに備える。該径違い継手130は、拡張部116に接続される小径の第1連結口131、及び、接続部113’(継手部113a’)に接続される大径の第2連結口132を有する。これら第1連結口131及び第2連結口132は、その中心がずれており、同心円上に配置されていない。具体的には、第1連結口131の中心が拡張部116の筒部116cの中心に合致し、且つ、第2連結口132の中心が接続部113の中心に合致する。これにより、図9に示す圧変動緩衝構造11のように、当該緩衝装置100の伸縮体120と追加緩衝装置100’の伸縮体120’とが鉛直方向に直線的に整列している。すなわち、圧変動緩衝構造11は、側方に広がらない縦長のコンパクトな形態を維持している。これは、複数の追加緩衝装置100’が増設された場合も同様である。   Further, the shock absorber 100 is further provided with a reduced-diameter joint 130 that is attached to the expansion portion 116 and that can connect the connecting portion 113 ′ of the additional shock absorber 100 ′. The different diameter joint 130 has a first connecting port 131 having a small diameter connected to the expansion portion 116 and a second connecting port 132 having a large diameter connected to the connecting portion 113 ′ (joint portion 113 a ′). The first connection port 131 and the second connection port 132 are misaligned and are not arranged concentrically. Specifically, the center of the first connection port 131 matches the center of the cylindrical portion 116 c of the expansion portion 116, and the center of the second connection port 132 matches the center of the connection portion 113. Thereby, like the pressure fluctuation buffer structure 11 shown in FIG. 9, the telescopic body 120 of the buffer device 100 and the telescopic body 120 'of the additional buffer device 100' are linearly aligned in the vertical direction. That is, the pressure fluctuation buffer structure 11 maintains a vertically long and compact form that does not spread laterally. This is the same when a plurality of additional shock absorbers 100 'are added.

さらに、図10に示すとおり、本体110の周壁111内面と伸縮体120外面との間には、接続部113から拡張部116まで連続する気体流路119が設けられている。当該気体流路119を通して、当該緩衝装置100の内部空間118と追加緩衝装置100’の内部空間118’とが連通している。この気体流路119の最小幅は、周壁111内面と受け部126外周との間の距離である。そして、筒壁部121の伸縮の際、該気体流路119が閉塞されることなく、少なくとも気体流路119の最小幅が確保されている。すなわち、当該緩衝装置100に少なくとも1つの追加緩衝装置100’を増設した場合においても、伸縮体120の容積増大の影響を受けずに当該緩衝装置100の内部空間118から追加緩衝装置100’の内部空間118’への気流をほぼ一定に維持し、安定した圧変動緩衝性能を発揮することが可能である。なお、受け部126を省略したとしても、収縮形態の筒壁121の外径が伸長形態の筒壁121の外径とほぼ等しいため、伸縮体120の伸縮の際、気体流路119が閉塞されることなく実質的に一定に維持される。   Furthermore, as shown in FIG. 10, a gas flow path 119 that continues from the connection portion 113 to the expansion portion 116 is provided between the inner surface of the peripheral wall 111 of the main body 110 and the outer surface of the stretchable body 120. Through the gas flow path 119, the internal space 118 of the shock absorber 100 and the internal space 118 'of the additional shock absorber 100' communicate with each other. The minimum width of the gas flow path 119 is a distance between the inner surface of the peripheral wall 111 and the outer periphery of the receiving portion 126. Further, at the time of expansion and contraction of the cylindrical wall portion 121, at least the minimum width of the gas flow path 119 is ensured without the gas flow path 119 being closed. That is, even when at least one additional shock absorber 100 ′ is added to the shock absorber 100, the inside of the additional shock absorber 100 ′ is not affected by the volume increase of the telescopic body 120 from the internal space 118 of the shock absorber 100. It is possible to maintain a constant air flow into the space 118 ′ and exhibit stable pressure fluctuation buffering performance. Even if the receiving portion 126 is omitted, the outer diameter of the contracted tubular wall 121 is substantially equal to the outer diameter of the expanded tubular wall 121, so that the gas flow path 119 is blocked when the telescopic body 120 is expanded and contracted. Without being substantially constant.

以下、本発明に係る一実施形態の緩衝装置100(伸縮体120、排水システム10)における作用効果について説明する。   Hereinafter, the effect in the buffer device 100 (the expansion-contraction body 120, the drainage system 10) of one Embodiment which concerns on this invention is demonstrated.

本実施形態の緩衝装置100によれば、排水管P内部の圧力変動を緩和すべく、伸縮体120の外溝部124及び内溝部125の溝幅がそれぞれ変動するように筒壁部121が軸方向に伸長又は収縮する。特には、該伸縮体120では、外溝部124が筒壁部121の内周縁部を残して外面から切り込まれ、且つ、内溝部125が筒壁部121の外周縁部を残して内面から切り込まれている。すなわち、溝部124,125が切れ目からなるため、溝幅が実質的に0となるように筒壁部121が完全に収縮した形態を原形として維持する。そして、この収縮形態から筒壁部121が伸長方向に展開されることにより、当該伸縮体121の容積が増大する。すなわち、伸縮体120は、僅かな力で伸縮運動可能である。さらに、本実施形態では、排水管P内部が正圧又は負圧でない自然状態において、伸縮体120が自重で垂れ下がり、重力によって所定の溝幅まで伸長変形している。この自然状態では、伸縮体120が重力で均衡した状態にあるので、排水管Pの内部圧力に変動に迅速に応答して伸縮変形自在である。したがって、本実施形態の緩衝装置100は、排水管P内部の正圧及び/又は負圧に迅速且つ安定的に応答して、圧変動を緩和することが可能である。   According to the shock absorber 100 of the present embodiment, the cylindrical wall portion 121 is axially arranged so that the groove widths of the outer groove portion 124 and the inner groove portion 125 of the expansion / contraction body 120 are changed to alleviate the pressure fluctuation inside the drain pipe P. Elongates or contracts. In particular, in the stretchable body 120, the outer groove portion 124 is cut from the outer surface leaving the inner peripheral edge portion of the cylindrical wall portion 121, and the inner groove portion 125 is cut from the inner surface leaving the outer peripheral edge portion of the cylindrical wall portion 121. It is included. That is, since the groove portions 124 and 125 are formed of cuts, the original shape is maintained in a form in which the cylindrical wall portion 121 is completely contracted so that the groove width is substantially zero. And the volume of the said expansion-contraction body 121 increases by the cylinder wall part 121 being expand | deployed to an expansion | extension direction from this contraction form. That is, the expansion / contraction body 120 can be expanded and contracted with a slight force. Furthermore, in the present embodiment, in a natural state where the inside of the drain pipe P is not positive pressure or negative pressure, the stretchable body 120 hangs down by its own weight, and is stretched and deformed to a predetermined groove width by gravity. In this natural state, since the expansion / contraction body 120 is in a state of being balanced by gravity, the expansion / contraction deformation is freely possible by quickly responding to fluctuations in the internal pressure of the drain pipe P. Therefore, the shock absorber 100 of the present embodiment can quickly and stably respond to the positive pressure and / or negative pressure inside the drain pipe P, and can reduce pressure fluctuation.

また、従来の蛇腹状部材(蛇腹成形品)では、初期形態において、隣接する蛇腹山部同士が離隔し、その溝幅が比較的大きい。そして、蛇腹状部材を初期形態から弾性変形した後、溝幅の変動が大きくなるほど弾性復帰力が増大する。それ故、溝幅を十分に変動させるには、相応の圧力が必要となる。すなわち、の蛇腹状部材では、従来の排水管P内部の圧変動に際して、溝幅の変動量が増えるほど弾性復帰力の増大するので、その容積を大きく変動させることができず、正圧又は負圧を十分に緩和することができなかった。これに対して、本伸縮体120は、筒壁部121が溝部を介して軸方向に展開又は折り畳まれることで伸縮運動するものである。つまり、本伸縮体120は、従来の弾性変形式の蛇腹成形品と異なり、弾性変形でなく展開変形を伸縮の主原理とするものである。そのため、小さい圧力で伸縮可能な範囲(可動域)が比較的に大きい。すなわち、本実施形態の緩衝装置100及び伸縮体120は、排水管P内部に圧変動に対して、十分に伸縮可能であり、圧変動をより確実に緩和することが可能である。   Further, in the conventional bellows-like member (bellows molded product), in the initial form, adjacent bellows ridges are separated from each other, and the groove width is relatively large. Then, after the bellows-like member is elastically deformed from the initial form, the elastic restoring force increases as the variation in the groove width increases. Therefore, a corresponding pressure is required to sufficiently change the groove width. That is, in the bellows-shaped member, when the pressure fluctuation in the conventional drainage pipe P changes, the elastic restoring force increases as the groove width fluctuation amount increases. The pressure could not be relaxed sufficiently. On the other hand, this expansion-contraction body 120 expands and contracts when the cylindrical wall 121 is expanded or folded in the axial direction via the groove. In other words, unlike the conventional elastically deformable bellows molded product, the present stretchable body 120 uses not only elastic deformation but deployment deformation as the main principle of expansion and contraction. Therefore, the range (movable range) that can be expanded and contracted with a small pressure is relatively large. That is, the shock absorber 100 and the expansion / contraction body 120 of the present embodiment can sufficiently expand and contract with respect to the pressure fluctuation inside the drain pipe P, and can more reliably reduce the pressure fluctuation.

本実施形態の緩衝装置100によれば、伸縮体120内部が排水管P内部と連通せずに外部環境に開放されるように伸縮体120が本体110内部に配置されている。このように伸縮体120が外部環境に露出しないように配置されるので、伸縮体120を外部環境から保護するとともに、緩衝装置100の外形又は外観を伸縮体120の伸縮に依らずコンパクトに保つことができる。   According to the shock absorber 100 of the present embodiment, the stretchable body 120 is disposed inside the main body 110 so that the interior of the stretchable body 120 is not communicated with the interior of the drain pipe P and is opened to the external environment. Since the expansion body 120 is arranged so as not to be exposed to the external environment as described above, the expansion body 120 is protected from the external environment, and the outer shape or appearance of the shock absorber 100 is kept compact regardless of the expansion / contraction of the expansion body 120. Can do.

本発明は、上記実施形態に限定されず、種々の実施形態を取り得る。以下、本発明の別実施形態を説明する。なお、各実施例の説明において、実施形態1と共通する構成要素の説明を省略するが、3桁で示した要素のうち下二桁の符号が共通する部材は、一般的に同様又は類似する部材を意味する。   The present invention is not limited to the above-described embodiment, and can take various embodiments. Hereinafter, another embodiment of the present invention will be described. In the description of each example, the description of the components common to the first embodiment is omitted, but members having the same two-digit code among the elements indicated by three digits are generally the same or similar. Means a member.

[実施形態2]
図11は、実施形態2の緩衝装置200の概略図である。図11に示すとおり、該緩衝装置200では、伸縮体220は、排水管Pの外部環境で自重で垂れ下がるように本体210に支持されている。この伸縮体220の筒壁部221、外溝部224及び内溝部225の構造は、伸縮体120と同様である。
[Embodiment 2]
FIG. 11 is a schematic diagram of the shock absorber 200 according to the second embodiment. As shown in FIG. 11, in the shock absorber 200, the stretchable body 220 is supported by the main body 210 so as to hang down under its own weight in the external environment of the drain pipe P. The structure of the cylindrical wall portion 221, the outer groove portion 224 and the inner groove portion 225 of the stretchable body 220 is the same as that of the stretchable body 120.

そして、実施形態2の緩衝装置200では、実施形態1の緩衝装置100とは対照的に、該伸縮体220内部は、本体210の内部空間218及び排水管P内部と連通し、外部環境と隔絶されている。それ故、排水管P内部が正圧になるときに伸縮体220が伸長することを特徴とする。すなわち、排水管P内部が負圧となることで伸縮体220内部の空気が排水管P内部に排出されると同時に溝幅が狭まり、伸縮体220が収縮する。他方、排水管P内部が正圧となることで伸縮体220内部に空気が導入されると同時に溝幅が広がり、伸縮体220が伸長する。   In the shock absorber 200 of the second embodiment, in contrast to the shock absorber 100 of the first embodiment, the inside of the stretchable body 220 communicates with the internal space 218 of the main body 210 and the inside of the drain pipe P, and is isolated from the external environment. Has been. Therefore, the stretchable body 220 is extended when the inside of the drain pipe P becomes positive pressure. That is, when the inside of the drain pipe P becomes negative pressure, the air inside the expansion body 220 is discharged into the drain pipe P, and at the same time, the groove width is narrowed and the expansion body 220 contracts. On the other hand, when the inside of the drain pipe P becomes a positive pressure, the air is introduced into the stretchable body 220 and, at the same time, the groove width widens, and the stretchable body 220 extends.

すなわち、本実施形態の緩衝装置200は、排水管Pの内部圧力の変動に応じて、排水管P内部と連通する空間の容積が変動し、排水管Pの正圧及び負圧を緩和する。また、当該緩衝装置200では、伸縮体220が展開及び重畳変形することにより伸縮可能であるので、(緩衝装置100と同様に)排水管P内の圧力変動を迅速且つ安定的に緩和することができる。   That is, in the buffer device 200 of the present embodiment, the volume of the space communicating with the inside of the drain pipe P varies according to the fluctuation of the internal pressure of the drain pipe P, and the positive pressure and the negative pressure of the drain pipe P are alleviated. Moreover, in the said buffering device 200, since the expansion-contraction body 220 can expand-contract when it expand | deploys and superimposes, the pressure fluctuation in the drain pipe P can be relieved rapidly and stably (similar to the buffering device 100). it can.

[実施形態3]
図12は、実施形態3の緩衝装置300の概略図である。図12の緩衝装置300の伸縮体320の筒壁部321、外溝部324及び内溝部325の構造は、伸縮体120と同様である。そして、自然状態において、伸縮体320の自由端(閉塞端部)が上方に位置し、固定端(開口端部322)が下方に位置している。そして、伸縮体320は、自然状態で重力により完全に折り畳まれて収縮している。図12の仮想線に示されているとおり、排水管P内部が正圧になると、重力に抗して筒壁部321が上方に展開されて伸長する。
[Embodiment 3]
FIG. 12 is a schematic diagram of the shock absorber 300 according to the third embodiment. The structure of the cylindrical wall part 321, the outer groove part 324, and the inner groove part 325 of the elastic body 320 of the shock absorber 300 in FIG. 12 is the same as that of the elastic body 120. In the natural state, the free end (closed end) of the expansion / contraction body 320 is located above, and the fixed end (open end 322) is located below. The stretchable body 320 is completely folded and contracted by gravity in a natural state. As shown by the phantom line in FIG. 12, when the inside of the drain pipe P becomes positive pressure, the cylindrical wall portion 321 is expanded upward and extended against gravity.

すなわち、本実施形態の緩衝装置300は、排水管Pの内部圧力の上昇に応じて、排水管P内部と連通する空間の容積が増大し、排水管Pの正圧を緩和する。また、当該緩衝装置300では、伸縮体320が展開及び重畳変形することにより伸縮可能であるので、(緩衝装置100と同様に)排水管P内の圧力変動を迅速且つ安定的に緩和することができる。   That is, in the shock absorber 300 of the present embodiment, the volume of the space communicating with the drain pipe P increases as the internal pressure of the drain pipe P increases, and the positive pressure of the drain pipe P is relaxed. Moreover, in the said buffering device 300, since the expansion-contraction body 320 can expand-contract by expansion | deployment and superimposing deformation, it can reduce the pressure fluctuation in the drain pipe P quickly and stably (similar to the buffering device 100). it can.

本発明は上述した実施形態や変形例に限定されるものではなく、本発明の技術的範囲に属する限りにおいて種々の態様で実施しうるものである。   The present invention is not limited to the above-described embodiments and modifications, and can be implemented in various modes as long as they belong to the technical scope of the present invention.

10 排水システム
11 圧変動緩衝構造
100 緩衝装置
110 本体
111 周壁
112 上壁
113 接続部
114 支持部
115 通気部
116 拡張部
117 遮断部
118 内部空間
119 気体流路
120 伸縮体
121 筒壁部
122 開口端部
124 外溝部
125 内溝部
126 受け部
127 環状板体
130 径違い継手
100’ 追加緩衝装置
P 排水管
P1 排水主管
P2 枝管
DESCRIPTION OF SYMBOLS 10 Drainage system 11 Pressure fluctuation buffer structure 100 Shock absorber 110 Main body 111 Perimeter wall 112 Upper wall 113 Connection part 114 Support part 115 Ventilation part 116 Expansion part 117 Blocking part 118 Internal space 119 Gas flow path 120 Stretch body 121 Cylindrical wall part 122 Open end Portion 124 Outer groove portion 125 Inner groove portion 126 Receiving portion 127 Annular plate 130 Reducing joint 100 'Additional shock absorber P Drain pipe P1 Drain main pipe P2 Branch pipe

Claims (7)

排水管に取り付けられ、前記排水管の内部圧力の変動を緩和する緩衝装置であって、
前記排水管の内部圧力の増減に応じて容積が変動可能な伸縮体を備え、
前記伸縮体は、一端が開放されたとともに他端が閉塞された中空の筒壁部と、前記筒壁部の周方向に沿って外面から切り込まれた複数の外溝部と、前記筒壁部の周方向に沿って内面から切り込まれた複数の内溝部と、を備え、前記外溝部と前記内溝部とが前記筒壁部の軸方向に交互に形成され、前記各外溝部の溝幅及び前記各内溝部の溝幅が変動して前記伸縮体が軸方向に伸縮することを特徴とする緩衝装置。
A shock absorber attached to a drain pipe to alleviate fluctuations in the internal pressure of the drain pipe,
A stretchable body having a variable volume according to an increase or decrease in the internal pressure of the drain pipe,
The stretchable body includes a hollow cylindrical wall portion having one end opened and the other end closed, a plurality of outer groove portions cut from an outer surface along a circumferential direction of the cylindrical wall portion, and the cylindrical wall portion. A plurality of inner grooves cut from the inner surface along the circumferential direction of the outer wall, the outer grooves and the inner grooves are alternately formed in the axial direction of the cylindrical wall portion, and the groove width of each outer groove And the buffer width characterized by the groove width of each said inner groove part changing, and the said expansion-contraction body expands-contracts to an axial direction.
前記伸縮体は、当該緩衝装置の本体内部及び/又は排水管内部に配置され、且つ、前記伸縮体内部が前記排水管内部と連通せずに外部環境に開放されており、前記排水管内部が正圧になるときに前記伸縮体が収縮することを特徴とする請求項1に記載の緩衝装置。   The telescopic body is disposed inside the shock absorber main body and / or the drain pipe, and the telescopic body interior is open to the outside environment without communicating with the drain pipe interior, The shock absorber according to claim 1, wherein the stretchable body contracts when a positive pressure is reached. 前記伸縮体は、自然状態で前記筒壁部の他端が鉛直下方に位置するように自重により垂れ下がり、伸び代を残した状態で所定長で伸長していることを特徴とする請求項1又は2に記載の緩衝装置。   2. The stretchable body according to claim 1, wherein the stretchable body hangs down by its own weight so that the other end of the cylindrical wall portion is positioned vertically downward in a natural state, and extends with a predetermined length while leaving a margin for extension. 2. The shock absorber according to 2. 前記伸縮体は、前記筒壁部の他端を閉塞するとともに、前記排水管からの気流を受けるように他端側に開口したカップ状の受け部を備えることを特徴とする請求項1から3のいずれか一項に記載の緩衝装置。   The said expansion-contraction body is equipped with the cup-shaped receiving part opened to the other end side so that the other end of the said cylinder wall part might be obstruct | occluded and to receive the airflow from the said drain pipe. The shock absorber according to any one of the above. 前記伸縮体は、前記排水管の外部環境に配置され、且つ、前記伸縮体内部が前記排水管内部と連通し、前記排水管内部が正圧になるときに前記伸縮体が伸長することを特徴とする請求項1に記載の緩衝装置。   The stretchable body is disposed in an external environment of the drainage pipe, and the inside of the stretchable body communicates with the inside of the drainage pipe, and the stretchable body extends when the inside of the drainage pipe becomes positive pressure. The shock absorber according to claim 1. 排水管に取り付けられ、前記排水管の内部圧力の変動に応じて容積が変動可能な伸縮体であって、
一端が開放されたとともに他端が閉塞された中空の筒壁部と、
前記筒壁部の周方向に沿って外面から切り込まれた複数の外溝部と、
前記筒壁部の周方向に沿って内面から切り込まれた複数の内溝部と、を備え、
前記外溝部と前記内溝部とが前記筒壁部の長手方向に交互に形成され、前記外溝部の溝幅及び前記内溝部の溝幅が変動して軸方向に伸縮することを特徴とする伸縮体。
A telescopic body attached to a drain pipe, the volume of which can vary according to fluctuations in the internal pressure of the drain pipe,
A hollow cylindrical wall having one end open and the other end closed;
A plurality of outer grooves cut from the outer surface along the circumferential direction of the cylindrical wall,
A plurality of inner grooves cut from the inner surface along the circumferential direction of the cylindrical wall portion,
The outer groove portion and the inner groove portion are alternately formed in the longitudinal direction of the cylindrical wall portion, and the groove width of the outer groove portion and the groove width of the inner groove portion vary to expand and contract in the axial direction. body.
排水を流すための排水主管、及び、該排水主管に連結された枝管を備える排水管と、
前記枝管に取着された請求項1から5のいずれか一項に記載の緩衝装置と、を備えることを特徴とする排水システム。
A drainage pipe comprising a drainage main pipe for flowing wastewater, and a branch pipe connected to the drainage main pipe;
A drainage system comprising: the shock absorber according to any one of claims 1 to 5 attached to the branch pipe.
JP2014239625A 2014-11-27 2014-11-27 Shock absorber, telescopic body and drainage system Active JP6285851B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220013960A (en) * 2020-07-28 2022-02-04 김혁진 Positive pressure buffer

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0642018A (en) * 1992-05-06 1994-02-15 Ando Kensetsu Kk Ventilator
JP2009057780A (en) * 2007-09-03 2009-03-19 Kitz Corp Positive and negative pressure relaxation device for drain facility system, and built-in kitchen using the same
WO2013178976A1 (en) * 2012-05-28 2013-12-05 Mcalpine & Co Limited Valve device for waste pipe

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0642018A (en) * 1992-05-06 1994-02-15 Ando Kensetsu Kk Ventilator
JP2009057780A (en) * 2007-09-03 2009-03-19 Kitz Corp Positive and negative pressure relaxation device for drain facility system, and built-in kitchen using the same
WO2013178976A1 (en) * 2012-05-28 2013-12-05 Mcalpine & Co Limited Valve device for waste pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220013960A (en) * 2020-07-28 2022-02-04 김혁진 Positive pressure buffer
KR102410330B1 (en) * 2020-07-28 2022-06-16 김혁진 Positive pressure buffer

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