JPH11269956A - Draining structure for bathroom - Google Patents

Draining structure for bathroom

Info

Publication number
JPH11269956A
JPH11269956A JP9241998A JP9241998A JPH11269956A JP H11269956 A JPH11269956 A JP H11269956A JP 9241998 A JP9241998 A JP 9241998A JP 9241998 A JP9241998 A JP 9241998A JP H11269956 A JPH11269956 A JP H11269956A
Authority
JP
Japan
Prior art keywords
drainage
bathroom
gutter
water
drain
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9241998A
Other languages
Japanese (ja)
Other versions
JP3202961B2 (en
Inventor
Masahiko Tanaka
聖彦 田中
Masaru Himeno
賢 姫野
Kiyohide Hirano
清英 平野
Yoshinobu Kuramachi
佳伸 蔵町
Shigeto Nakayama
茂人 中山
Shinji Kawai
慎治 川合
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YKK AP Inc
Hitachi Kasei Unit Ltd
Showa Denko Materials Co Ltd
Original Assignee
Hitachi Chemical Co Ltd
YKK AP Inc
Hitachi Kasei Unit Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Chemical Co Ltd, YKK AP Inc, Hitachi Kasei Unit Ltd filed Critical Hitachi Chemical Co Ltd
Priority to JP09241998A priority Critical patent/JP3202961B2/en
Publication of JPH11269956A publication Critical patent/JPH11269956A/en
Application granted granted Critical
Publication of JP3202961B2 publication Critical patent/JP3202961B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a draining structure for a bathroom whereby waste water leaking from the respective abutting parts of the cap-like members of a draining gutter and the vertical frames of a fitting can be appropriately guided to the draining gutter without causing hindrance such as backflow. SOLUTION: A draining structure for a bathroom A has a draining gutter 6, which is placed on the underside of a fitting provided at the entrance of a bathroom A, and which receives waste water flowing on the floor of the bathroom to the entrance side, and a pair of cap members 30 mounted on both of the outer ends of the draining gutter 6 to close the ends of the draining gutter 6, and both of the vertical frames 13 of the fitting 1 are watertightly butted against each other from above against the parts of the cap members 30 facing the draining gutter 6. Each cap member 30 is provided with a water guide passage 41 through which the waste water leaking to the upper surface of the cap member 30 from the abutting parts is guided to the draining gutter 6, and the water guide passage 41 is provided with a backflow prevention mechanism 44 for preventing the backflow of the waste water from the draining gutter 6.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えばバリアフリ
ーを考慮したユニット構造の浴室において、その出入口
を構成する建具(引戸、片引戸、浴室ドア、折戸など)
廻りの排水構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to, for example, fittings (sliding doors, single sliding doors, bathroom doors, folding doors, etc.) constituting entrances and exits in a unit-structured bathroom in consideration of barrier-free.
Regarding the surrounding drainage structure.

【0002】[0002]

【従来の技術】ユニットバス(浴室)の出入口におい
て、車椅子の身障者や高齢者がつまずくのを防止すべ
く、建具の下枠と浴室床とを面一にしてバリアフリーな
構造にすると、浴室床の排水が下枠を越えて脱衣室側に
漏水し易くなる不具合が生ずる。かかる不具合を解消す
べく、例えば特開平8−105272号公報に記載のも
のが知られている。この排水構造では、建具の下枠に排
水開口を形成すると共に、下枠の下側に排水開口からの
排水を受け排水管に導く排水樋を設けており、排水管で
呑みきれない多量の排水をいったん排水樋で受ける(貯
留)ことで、脱衣室側への漏水を防止している。
2. Description of the Related Art At the entrance of a unit bath (bathroom), a lower frame of a fitting and a bathroom floor are made flush with each other to prevent a disabled person or a wheelchair from tripping. This causes a problem that the wastewater easily leaks to the dressing room side over the lower frame. In order to solve such a problem, for example, one described in Japanese Patent Application Laid-Open No. 8-105272 is known. In this drainage structure, a drainage opening is formed in the lower frame of the fitting, and a drainage gutter is provided below the lower frame to receive drainage from the drainage opening and guide it to the drainage pipe. Is once received by the drain gutter (storage) to prevent water leakage to the dressing room side.

【0003】[0003]

【発明が解決しようとする課題】ところで、このような
排水樋を設けると、排水樋と浴室床および建具戸の間の
シールが問題になる。特に、排水樋の左右両端部は、排
水樋の小口キャップにシール部材を介して建具の縦枠を
上側から当接するが、小口キャップの上面が必ずしも平
坦ではないこと、およびこの当接作業は現場施工におい
て行われることなどにより、このシール部材の部分から
排水が漏れ易い問題があった。この場合単純に、小口キ
ャップの上面と排水樋を連通する流路を形成すると、満
水になった排水樋の排水が小口キャップ側に逆流するこ
とが想定される。
By the way, when such a drain gutter is provided, there is a problem of sealing between the drain gutter, the bathroom floor, and the fitting door. In particular, the left and right ends of the drain gutter abut the vertical frame of the fitting to the fore cap of the drain gutter via a seal member from above, but the upper surface of the fore cap is not necessarily flat, and this abutting work is performed on site. There is a problem that drainage easily leaks from this seal member portion due to the fact that it is performed during construction. In this case, simply forming a flow path that communicates the upper surface of the fore cap with the drain gutter may cause the drainage of the drain gutter that is full to flow back to the fore cap side.

【0004】本発明は、排水樋のキャップ状部材と建具
の縦枠との間の当接部位から漏れる排水を、逆流などの
支障を生ずることなく排水樋に適切に導くことができる
浴室の排水構造を提供することを目的する。
The present invention is directed to a bathroom drainage which can appropriately guide drainage leaking from a contact portion between a cap-shaped member of a drainage gutter and a vertical frame of a fitting to the drainage gutter without obstruction such as backflow. Aim to provide structure.

【0005】[0005]

【課題を解決するための手段】本発明の浴室の排水構造
は、浴室の出入口に設けた建具の下側に配設され、出入
口側に流れる浴室床の排水を受ける排水樋と、排水樋の
両外端部に装着され、排水樋の端部を閉塞する一対のキ
ャップ部材とを備え、両キャップ部材の排水樋側の部位
に、上側から建具の両縦枠をそれぞれ水密に当接した浴
室の排水構造であって、各キャップ部材には、キャップ
部材と縦枠との当接部位からキャップ部材の上面に漏れ
出た排水を前記排水樋側に導く導水通路が設けられ、導
水通路には、排水樋からの排水の逆流を阻止する逆流防
止機構が臨んでいることを特徴とする。
A drainage structure for a bathroom according to the present invention is provided below a fitting provided at an entrance and exit of a bathroom and receives drainage of a bathroom floor flowing toward the entrance and exit. A bathroom fitted with a pair of cap members mounted on both outer ends to close the ends of the drain gutter, and the vertical frames of the fittings abutting watertight on the drain gutter side portions of the two cap members, respectively, from above. Drainage structure, each cap member is provided with a water guide passage for guiding drainage leaking from the contact portion between the cap member and the vertical frame to the upper surface of the cap member to the drain gutter side, and the water guide passage is provided A backflow prevention mechanism for preventing backflow of drainage from a drain gutter is provided.

【0006】この構成によれば、キャップ部材と縦枠と
の当接部位からキャップ部材の上面に漏れ出た排水は、
導水通路を通って排水樋に導かれる。逆に排水樋の排水
は、導水通路に介設した逆流防止機構により、キャップ
部材の上面への逆流が阻止される。このため、キャップ
部材の上面に漏れ出た排水は、排水樋が満水である場合
には、この満水状態が解消されてから排水樋に流下す
る。
According to this configuration, the drainage leaked from the contact portion between the cap member and the vertical frame to the upper surface of the cap member is
It is led to the drain gutter through the water passage. Conversely, the drainage of the drain gutter is prevented from flowing back to the upper surface of the cap member by the backflow prevention mechanism provided in the water passage. For this reason, when the drainage gutter is full, the drainage that has leaked to the upper surface of the cap member flows down to the drainage gutter after the water-filled state is eliminated.

【0007】この場合、逆流防止機構は、導水通路の狭
窄部を開閉する弁体と、弁体を保持すると共に排水樋に
溜まった排水上に浮いて弁体を開閉動作させるフロート
とを有することが、好ましい。
In this case, the backflow prevention mechanism has a valve element for opening and closing the narrow portion of the water guide passage, and a float for holding the valve element and floating on the drainage collected in the drain gutter to open and close the valve element. Is preferred.

【0008】この構成によれば、排水樋の排水の水位が
低い(排水が無い)場合には、フロートが下降し弁体を
開弁して排水の流下を許容し、排水の水位が高い場合に
は、フロートが上昇し弁体を閉弁して排水の逆流を阻止
する。すなわち、弁体と狭窄部(弁座)との間に逆流防
止弁が構成され、排水樋における排水の水位に合わせ
て、導水通路を開閉することができる。
According to this configuration, when the water level of the drainage from the drainage gutter is low (there is no drainage), the float descends and the valve body is opened to allow the drainage to flow down. , The float rises and closes the valve body to prevent backflow of drainage. That is, a check valve is formed between the valve body and the constricted portion (valve seat), and the water passage can be opened and closed according to the water level of the drainage water in the drainage gutter.

【0009】同様に、逆流防止機構は、導水通路の狭窄
部の下流端に接続したホースと、ホースの下流端に取り
付けられ排水樋に溜まった排水上に浮くフロートとを有
することが、好ましい。
Similarly, the backflow prevention mechanism preferably has a hose connected to the downstream end of the narrow portion of the water passage, and a float attached to the downstream end of the hose and floating on the drainage collected in the drain gutter.

【0010】この構成によれば、排水樋の排水の水位が
低い(排水が無い)場合には、フロートが下降し、垂れ
下がったホースの勾配に従って排水が流下する。逆に、
排水の水位が高い場合には、フロートが上昇し、ホース
が狭窄部とフロートとの間で「U」字状に湾曲し、その
下流端が排水樋の排水上に浮き上がる。すなわち、ホー
スの下流端が排水樋の排水面から離れて、排水の流入
(逆流)を阻止する。
[0010] According to this configuration, when the water level of the drainage of the drainage gutter is low (there is no drainage), the float descends, and the drainage flows down according to the gradient of the hanging hose. vice versa,
When the water level of the drainage is high, the float rises, the hose bends in a “U” shape between the constriction and the float, and its downstream end rises above the drainage drain. That is, the downstream end of the hose separates from the drain surface of the drain gutter, and prevents the inflow (backflow) of the drain.

【0011】同様に、逆流防止機構は、導水通路の狭窄
部の下流端に密着し、キャップ部材の上面に溜まった排
水の重みで狭窄部を開放する開放弁体を有することが、
好ましい。
Similarly, the backflow prevention mechanism may include an opening valve body which is in close contact with the downstream end of the narrowed portion of the water passage and opens the narrowed portion with the weight of drainage accumulated on the upper surface of the cap member.
preferable.

【0012】この構成によれば、排水樋の排水の水位が
低い(排水が無い)場合には、キャップ部材の上面に溜
まった排水の重みで開放弁体が狭窄部から離れ、排水の
流下を許容する。逆に、排水の水位が高い場合には、キ
ャップ部材の上面に溜まった排水の重みに対し、排水樋
内の排水の水圧が勝って開放弁体を狭窄部に密着させ、
排水の逆流を阻止する。すなわち、狭窄部を弁座とし
て、開放弁体との間に逆流防止弁が構成される。
According to this configuration, when the water level of the drainage gutter is low (there is no drainage), the opening valve body separates from the constricted portion due to the weight of the drainage collected on the upper surface of the cap member, and the drainage flows down. Allow. Conversely, when the water level of the drainage is high, the water pressure of the drainage in the drainage gutter exceeds the weight of the drainage collected on the upper surface of the cap member, causing the opening valve body to adhere to the narrowed portion,
Prevent drainage backflow. That is, the check valve is formed between the stenosis portion and the open valve body with the stenosis portion as a valve seat.

【0013】同様に、逆流防止機構は、導水通路の狭窄
部の下流端に配設され、導水通路を逆流する排水に押さ
れて狭窄部を閉塞する閉塞弁体を有することが、好まし
い。
[0013] Similarly, it is preferable that the backflow prevention mechanism has a closing valve body disposed at the downstream end of the constricted portion of the water guide passage and closed by the drainage flowing backward in the water guide passage to close the constricted portion.

【0014】この構成によれば、排水の水位が高い場合
には、導水通路を逆流する排水に押されて狭窄部を閉塞
弁体が閉塞し、排水の逆流が阻止される。すなわち、狭
窄部を弁座として、閉塞弁体との間に逆流防止弁が構成
される。
According to this configuration, when the water level of the drainage is high, the blockage of the stenosis is closed by the drainage flowing backward through the water guide passage, and the backflow of the drainage is prevented. That is, a check valve is formed between the stenosis part and the closing valve body with the stenosis part as a valve seat.

【0015】また、本発明の他の浴室の排水構造は、浴
室の出入口に設けた建具の下側に配設され、出入口側に
流れる浴室床の排水を受ける排水樋と、排水樋の両外端
部に装着され、排水樋の端部を閉塞する一対のキャップ
部材とを備え、両キャップ部材の排水樋側の部位に、上
側から建具の両縦枠をそれぞれ水密に当接した浴室の排
水構造であって、各キャップ部材には、キャップ部材と
縦枠との当接部位からその上面に漏れ出た排水を排水樋
側に導く導水通路が設けられ、導水通路には、通過する
排水の量を微量に制限する堰機構が臨んでいることを特
徴とする。
Further, another drainage structure for a bathroom according to the present invention is provided below a fitting provided at a doorway of the bathroom and receives drainage of a bathroom floor flowing toward the doorway, and both sides of the drainage gutter. A pair of cap members attached to the ends and closing the ends of the drainage gutters, and the drainage of the bathroom in which both vertical frames of the fittings abut against the drainage gutter-side portions of both cap members in a watertight manner from above. In the structure, each cap member is provided with a water guide passage for guiding drainage leaking to the upper surface from a contact portion between the cap member and the vertical frame to the drain gutter side, and the water guide passage is provided with a drainage passage therethrough. It is characterized by a weir mechanism that limits the amount to a very small amount.

【0016】この構成によれば、シール部材の部位から
キャップ部材の上面に漏れ出た排水は、堰機構により流
量規制され、導水通路を通って少しずつ排水樋に導かれ
る。同様に、排水樋の排水がキャップ部材の上面側に逆
流する場合にも、堰機構により少しずつ導水通路に導か
れる。この場合、排水樋の満水状態は短時間で解消され
るため、導水通路内に排水が逆流しても、キャップ部材
の上面に溢れ出る前に流れが止まって、排水樋に戻る。
According to this configuration, the drainage leaked from the portion of the seal member to the upper surface of the cap member is regulated by the weir mechanism, and is gradually guided to the drain gutter through the water guide passage. Similarly, when the drainage from the drainage gutter flows backward to the upper surface side of the cap member, the drainage guides the drainage little by little by the weir mechanism. In this case, since the drainage gutter is filled with water in a short time, even if the drainage flows backward in the water passage, the flow stops before overflowing to the upper surface of the cap member and returns to the drainage gutter.

【0017】この場合、堰機構は、導水通路に介設さ
れ、排水の通過をにじみ出るように制限する透水部材を
有することが、好ましい。
In this case, it is preferable that the weir mechanism has a water permeable member that is provided in the water passage and restricts the passage of drainage so as to ooze out.

【0018】この構成によれば、導水通路内に、透水部
材により、極めて簡単な構造で堰機構を構成することが
できる。
According to this configuration, the weir mechanism can be configured with a very simple structure by the water permeable member in the water guide passage.

【0019】同様に、堰機構は、導水通路の狭窄部に緩
く螺合したねじ部材を有することが、好ましい。
Similarly, it is preferable that the weir mechanism has a screw member loosely screwed into a narrow portion of the water passage.

【0020】この構成によれば、ねじ部材の谷部と狭窄
部の内周面との間に生ずる螺旋状の微小通路に、堰機構
を構成することができる。この場合、ねじ部材の狭窄部
への螺合寸法により、通過流量を簡単に微調整すること
ができる。
According to this configuration, the weir mechanism can be formed in the spiral minute passage formed between the root of the screw member and the inner peripheral surface of the constriction. In this case, it is possible to easily finely adjust the passing flow rate by the screwing dimension of the screw member to the constricted portion.

【0021】キャップ部材は、シーラーを介して排水樋
に水密に装着されており、堰機構は、導水通路の下流端
にこれを閉塞するように面するシーラーの部分に形成し
た線状の切込み部を有することが、好ましい。
The cap member is watertightly attached to the drain gutter via a sealer, and the weir mechanism has a linear cutout formed in a portion of the sealer facing the downstream end of the water guide passage so as to close it. It is preferred to have

【0022】この構成によれば、導水通路と排水樋との
間の排水の出入り量が、この切込み部により流量規制さ
れる。
According to this configuration, the amount of drainage flowing in and out of the drainage passage and the drainage gutter is regulated by the cut portion.

【0023】請求項1ないし8のいずれかの排水構造に
おいて、一対のキャップ部材の少なくとも一方には、排
水樋内の排水を下流側の排水管に導く排水管接続口が一
体に形成されていることが、好ましい。
In the drainage structure according to any one of the first to eighth aspects, at least one of the pair of cap members is integrally formed with a drainage pipe connection port for guiding drainage in the drainage gutter to a drainage pipe on the downstream side. Is preferred.

【0024】この構成によれば、キャップ部材に排水管
接続口が一体に形成されているため、排水管接続口を大
きく形成することで、比較的太径の排水管を接続するこ
とができる。このため、排水樋の満水状態を比較的短時
間で解消することができる。
According to this configuration, since the drain pipe connection port is formed integrally with the cap member, a relatively large drain pipe can be connected by forming the drain pipe connection port large. For this reason, the full state of the drain gutter can be eliminated in a relatively short time.

【0025】[0025]

【発明の実施の形態】以下、添付図面を参照して、本発
明の一実施形態に係る浴室の排水構造について説明す
る。この浴室は、脱衣室との間に段差を無くしたバリア
フリー設計のユニットバスで構成されており、図1は浴
室(ユニットバス)の出入口廻りの縦断面図である。同
図に示すように、浴室Aの出入口には、大引きCで支持
するように、引戸本体2とこれを開閉自在に支持する枠
体3とから成る片引戸1が設けられている。この場合、
浴室Aの防水パン(浴室床)4と、後述する枠体3の下
枠12と、脱衣室Bの木質床5とはほぼ面一に、すなわ
ち段差が生じないように配設されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A drainage structure for a bathroom according to an embodiment of the present invention will be described below with reference to the accompanying drawings. This bathroom is composed of a unit bath of a barrier-free design in which there is no step between the bathroom and the undressing room. FIG. 1 is a longitudinal sectional view around the entrance of the bathroom (unit bath). As shown in the figure, a single sliding door 1 composed of a sliding door main body 2 and a frame body 3 that supports the sliding door body 2 so as to be opened and closed is provided at the entrance of the bathroom A so as to be supported by the large pulling C. in this case,
The waterproof pan (bathroom floor) 4 of the bathroom A, the lower frame 12 of the frame 3 described later, and the wooden floor 5 of the undressing room B are arranged substantially flush, that is, so as not to have a step.

【0026】本来、浴室Aの洗い場における排水は、防
水パン4の浴槽側に設けた図外の主排水金具から排水さ
れる。しかし、浴槽から湯(排水)が溢れる等の場合に
は、この排水の一部が下枠12側に流れる。そこで、こ
の段差の無い床構造に対応して、防水パン4上を下枠1
2側に流れる排水を引戸本体2の下端(実際には引戸本
体2の下端と下枠12との間に介設したAT材19)で
受け、ここで引戸本体2の下端から漏れた排水を下枠1
2で受けてから排水樋6に流下させ、更に排水樋6から
排水管7に導くようにしている。排水樋6は下枠12に
沿ってこれと平行に延在し、且つ大引きCから逃げるよ
うに下枠12から防水パン4側にオフセットとした位置
に配設されている。
Originally, drainage in the washing area of the bathroom A is drained from a main drainage fitting (not shown) provided on the bathtub side of the waterproof pan 4. However, when hot water (drainage) overflows from the bathtub, part of the drainage flows to the lower frame 12 side. Therefore, corresponding to the floor structure having no step, the lower frame 1 is placed on the waterproof pan 4.
2 is received by the lower end of the sliding door main body 2 (actually, the AT material 19 provided between the lower end of the sliding door main body 2 and the lower frame 12). Lower frame 1
After being received at 2, the water flows down to the drain gutter 6 and is further guided from the drain gutter 6 to the drain pipe 7. The drain gutter 6 extends in parallel with the lower frame 12 and is disposed at a position offset from the lower frame 12 toward the waterproof pan 4 so as to escape from the pulling C.

【0027】防水パン4には、その四周に立上げ片が一
体に形成されているが、下枠12に面する部分はその立
上げ片が切り欠かれており(図2参照)、所定の間隙を
存して下枠12と対峙している。また、この間隙を閉塞
するように、防水パン4と下枠12との間にはブリッジ
プレート8が掛け渡されている。防水パン4の下面に
は、格子状に多数のリブ片が突出形成されており、上記
の排水樋6は、下枠12側に平行に位置する1番目の第
1リブ片4aおよび2番目の第2リブ片4bに固定され
ている。
The waterproof pan 4 is integrally formed with rising pieces on its four circumferences. The rising pieces are cut off at a portion facing the lower frame 12 (see FIG. 2), so that predetermined portions are formed. It faces the lower frame 12 with a gap. A bridge plate 8 is bridged between the waterproof pan 4 and the lower frame 12 so as to close this gap. On the lower surface of the waterproof pan 4, a large number of rib pieces are formed in a protruding manner in a lattice shape. The drain gutter 6 is provided with a first first rib piece 4a and a second rib piece 4a located in parallel with the lower frame 12 side. It is fixed to the second rib piece 4b.

【0028】片引戸1の枠体3は、上枠11、下枠12
および両縦枠13を枠組みして構成され、また引戸本体
2は、下部に換気口15aを作りこんだ框15にガラス
などのパネル体16を組み込んで構成されている。下枠
12は、下枠アタッチメント12aと下枠本体12bと
で構成されており、下枠アタッチメント12aは下枠本
体12b上に着座すると共に、上記のブリッジプレート
8の一端を支持している。下枠本体12bは、引戸本体
2の開閉を案内するレール片部17を有すると共に、防
水パン4側の半部で下枠アタッチメント12aを支持し
ている。下枠本体12bの底部18は、排水樋6に向か
って傾斜しており、防水パン4から流れてくる排水は、
ブリッジプレート8の上面および下枠アタッチメント1
2aの上面を流れ、さらにレール片部17の部分から下
枠本体12bの底部18に流れ込み、この底部18から
排水樋6に流下する。また、下枠本体12bと引戸本体
2の防水パン4側の下端部との間には、下枠本体12b
に支持させてAT材19が介設されており、このAT材
19により、下枠本体12bの底部18に流れ込む排水
を、可能な限り少なくしている。
The frame 3 of the single sliding door 1 includes an upper frame 11 and a lower frame 12.
The sliding door body 2 is constructed by incorporating a panel body 16 made of glass or the like into a frame 15 in which a ventilation port 15a is formed at a lower portion. The lower frame 12 includes a lower frame attachment 12a and a lower frame main body 12b. The lower frame attachment 12a is seated on the lower frame main body 12b and supports one end of the bridge plate 8 described above. The lower frame main body 12b has a rail piece portion 17 for guiding the opening and closing of the sliding door main body 2, and supports the lower frame attachment 12a at a half on the waterproof pan 4 side. The bottom portion 18 of the lower frame body 12b is inclined toward the drain gutter 6, and the drain water flowing from the waterproof pan 4 is
Upper surface of bridge plate 8 and lower frame attachment 1
It flows on the upper surface of 2a, further flows from the rail piece portion 17 into the bottom portion 18 of the lower frame body 12b, and flows down from this bottom portion 18 to the drain gutter 6. A lower frame main body 12b is provided between the lower frame main body 12b and the lower end of the sliding door main body 2 on the waterproof pan 4 side.
An AT material 19 is provided so as to be supported by the base material, and the AT material 19 minimizes drainage flowing into the bottom portion 18 of the lower frame body 12b.

【0029】排水樋6は、防水パン4の端部と下枠本体
12bとの間の空間に臨む上端開放部21を有して、形
材などで構成されている。排水樋6は、断面ほぼ方形に
形成された樋本体22と、上端開放部21を構成する下
枠12側の上縁受け部23および防水パン4側の固定片
部24と、樋本体22の中間位置から水平に防水パン4
側に延びる補強片部25とで、一体に形成されている。
また、上縁受け部23の基部と固定片部24との間に
は、排水樋6の長手方向に亘って複数個の補強プレート
26が掛け渡されている。
The drain gutter 6 has an upper end opening 21 facing the space between the end of the waterproof pan 4 and the lower frame main body 12b, and is made of a shaped material or the like. The drain gutter 6 includes a gutter main body 22 having a substantially rectangular cross section, an upper edge receiving portion 23 on the lower frame 12 side and a fixing piece 24 on the waterproof pan 4 side that constitute the upper end opening 21, and a gutter main body 22. Waterproof pan 4 horizontally from the middle position
The reinforcing piece 25 extending to the side is integrally formed.
In addition, a plurality of reinforcing plates 26 are stretched between the base of the upper edge receiving portion 23 and the fixing piece 24 in the longitudinal direction of the drain gutter 6.

【0030】この場合、排水樋6は、上縁受け部23で
下枠本体12bを下側から受けるようにこれにねじ止め
され、さらに固定片部24で防水パン4の第1リブ片4
aにねじ止めされると共に、補強片部25で第2リブ片
4bにねじ止めされている。なお、この場合、補強片部
25を第2リブ片4bに必ずしも固定する必要はない。
そして、上縁受け部23と下枠本体12bとの間には第
1シール部材27が介在し、固定片部24と第1リブ片
4aとの間には第2シール部材28が介在している。ま
た、詳細は後述するが、縦枠13の下端と小口キャップ
(キャップ部材)30との間には第3シール部材29が
介在し、この第1、第2および第3シール部材27,2
8,29により、排水樋6の上端開放部21が四周に亘
ってシールされている。
In this case, the drain gutter 6 is screwed to the lower frame main body 12b at the upper edge receiving portion 23 so as to receive the lower frame main body 12b from below, and furthermore, the fixing piece portion 24 fixes the first rib piece 4 of the waterproof pan 4.
a and screwed to the second rib piece 4b by the reinforcing piece 25. In this case, it is not always necessary to fix the reinforcing piece 25 to the second rib piece 4b.
A first seal member 27 is interposed between the upper edge receiving portion 23 and the lower frame main body 12b, and a second seal member 28 is interposed between the fixed piece portion 24 and the first rib piece 4a. I have. As will be described later in detail, a third seal member 29 is interposed between the lower end of the vertical frame 13 and the fore cap (cap member) 30, and the first, second, and third seal members 27, 2
8, 29, the upper end opening 21 of the drain gutter 6 is sealed over four circumferences.

【0031】図1および図2に示すように、排水樋6の
長手方向の両端には、後述するシーラー31を介在した
状態でそれぞれ小口キャップ30,30が水密に取り付
けられている。そして、各小口キャップ30の排水樋6
側の上面に第3シール部材29を介在した状態で、縦枠
13の下端が水密に当接している。
As shown in FIGS. 1 and 2, small caps 30, 30 are attached to both ends of the drain gutter 6 in the longitudinal direction with a sealer 31 described later interposed therebetween in a watertight manner. And the drain gutter 6 of each fore cap 30
The lower end of the vertical frame 13 is in water-tight contact with the third seal member 29 interposed on the upper surface on the side.

【0032】ところで、第1シール部材27や第2シー
ル部材28は、平坦面同士の接触面に介在しているた
め、安定したシール性を発揮する。しかし、第3シール
部材29では、小口キャップ30の排水樋6側の上面が
曲面となっていて、曲面同士の接触面に介在することに
なり、シール性が安定しない。そこで、この第3シール
部材29の部位からの排水の漏れを考慮し、各小口キャ
ップ30には、漏れた排水を排水樋6に円滑に導く機構
が組み込まれている。
Since the first seal member 27 and the second seal member 28 are interposed on the contact surfaces between the flat surfaces, they exhibit stable sealing properties. However, in the third sealing member 29, the upper surface of the fore cap 30 on the drain gutter 6 side is a curved surface, and the third sealing member 29 is interposed on the contact surface between the curved surfaces, so that the sealing performance is not stable. Therefore, in consideration of the leakage of the drainage from the third seal member 29, a mechanism for smoothly guiding the leaked drainage to the drain gutter 6 is incorporated in each of the small caps 30.

【0033】図3は、シーラー31を装着した状態の小
口キャップ30である。小口キャップ30には、第3シ
ール部材29の部位から小口キャップ30の上面に漏れ
出た排水を取り込んで排水樋6に導く導水通路41と、
排水管7に連なる排水管接続口42と、排水樋6の排水
を排水管接続口42に導く排水流路43とが一体に形成
(樹脂などの成形品)されており、また導水通路41に
は、排水樋6からの排水の逆流を阻止する逆流防止機構
44が介設されている。
FIG. 3 shows the small cap 30 with the sealer 31 mounted. A water guide passage 41 that takes in drainage leaking from the portion of the third seal member 29 to the upper surface of the small cap 30 and guides the water to the drain gutter 6.
A drain pipe connection port 42 connected to the drain pipe 7 and a drain flow path 43 for guiding the drainage of the drain gutter 6 to the drain pipe connection port 42 are integrally formed (molded product such as resin). Is provided with a backflow prevention mechanism 44 for preventing backflow of drainage from the drain gutter 6.

【0034】導水通路41は、小口キャップ30の上面
中央に開口した集水部51と、集水部51の下流端(下
端)に連なる狭窄部52と、狭窄部52の下流端(下
端)に連なると共に排水樋6に連通する拡開部53とで
構成されている。小口キャップ30の上面には、集水部
51を挟んで内側(排水樋6側)に、第3シール部材2
9を介して縦枠13の下端が当接するシール面部55が
湾曲形成され、外側に、排水の外側への流出を阻止する
障壁部56が突出形成されている。また、狭窄部52は
上下方向に延在し、これを構成する部材の下部が拡開部
53内に突出している。拡開部53は、縦長方形の空間
であり、これを構成する部材の側部は排水樋6内に突出
している。また、拡開部53の下部には、排水流路43
に連なる開口57が形成されている。第3シール部材2
9の部位から小口キャップ30の上面に漏れ出た排水
は、集水部51、狭窄部52、拡開部53を経て、排水
樋6および排水流路43に流下する。
The water guide passage 41 has a water collecting portion 51 opened at the center of the upper surface of the small cap 30, a narrowed portion 52 connected to the downstream end (lower end) of the water collecting portion 51, and a downstream end (lower end) of the narrowed portion 52. And an expanding portion 53 communicating with the drain gutter 6. The third seal member 2 is provided on the upper surface of the small cap 30 on the inner side (drain gutter 6 side) with the water collecting portion 51 interposed therebetween.
The seal surface portion 55 with which the lower end of the vertical frame 13 abuts via the curve 9 is formed in a curved shape, and a barrier portion 56 for preventing drainage from flowing out is formed on the outside. Further, the constricted portion 52 extends in the up-down direction, and the lower portion of the member constituting the constricted portion 52 projects into the expanded portion 53. The expanding portion 53 is a vertical rectangular space, and a side portion of a member constituting the expanding portion 53 projects into the drain gutter 6. Further, a drain passage 43 is provided at a lower portion of the widening portion 53.
Is formed. Third seal member 2
The drainage leaked from the portion 9 to the upper surface of the fore-cap 30 flows down to the drainage gutter 6 and the drainage channel 43 through the water collecting part 51, the narrowed part 52, and the expanding part 53.

【0035】逆流防止機構44は、狭窄部52に挿入さ
れる弁体61と、弁体61を支持するフロート62とを
有し、フロート62は拡開部53に収容されている。弁
体61は、ピン状のガイド部61aと、ガイド部61a
の下端に連なるテーパー形状の弁本体61bとから成
り、フロート62の上面中央に立設されている。フロー
ト62は、内部を中空とし下端が開放された釣り鐘状に
形成されており、拡開部53の周壁面に案内されなが
ら、排水樋6の排水の水位により上下(昇降)する。な
お、フロート62は、開放部分のない中空体(例えば角
形や球形)や、発泡体などで構成してもよい。また、弁
本体61bを受ける狭窄部52の下端部(この場合には
弁座として機能する)は、弁本体61bと相補的なテー
パー形状とすることが好ましい。
The backflow prevention mechanism 44 has a valve element 61 inserted into the constriction part 52 and a float 62 supporting the valve element 61, and the float 62 is accommodated in the expanding part 53. The valve body 61 includes a pin-shaped guide portion 61a and a guide portion 61a.
And a tapered valve body 61b connected to the lower end of the float 62. The float 62 is erected at the center of the upper surface of the float 62. The float 62 is formed in a bell shape with a hollow inside and an open lower end. The float 62 moves up and down (up and down) according to the water level of the drainage water from the drain gutter 6 while being guided by the peripheral wall surface of the expanding portion 53. The float 62 may be formed of a hollow body (for example, a square or a sphere) having no open portion, a foam, or the like. Further, it is preferable that the lower end portion of the constricted portion 52 that receives the valve main body 61b (which functions as a valve seat in this case) has a tapered shape complementary to the valve main body 61b.

【0036】排水樋6内に排水が溜まっていない状態、
或いは溜まっていても水位が低い状態では、フロート6
2が下降して弁体61の弁本体61bが狭窄部52の下
端から離れており、小口キャップ30の上面の排水は、
集水部51および狭窄部52を通過して拡開部53に流
下する。この状態から排水管7で呑みきれない排水が排
水樋6に溜まり、排水樋6内の水位が上昇すると、フロ
ート62が上昇し、弁本体61bが狭窄部52の下端に
押し当てられて、狭窄部52を閉塞する。これにより、
排水樋6内の排水が狭窄部52を通って集水部51側に
逆流するのを防止することができる。
A state in which no drainage is accumulated in the drainage gutter 6,
Or, if the water level is low,
2, the valve body 61b of the valve body 61 is separated from the lower end of the narrowed portion 52, and the drainage on the upper surface of the small cap 30 is
After flowing through the water collecting part 51 and the constricted part 52, it flows down to the expanding part 53. From this state, drainage that cannot be swallowed by the drain pipe 7 accumulates in the drain gutter 6, and when the water level in the drain gutter 6 rises, the float 62 rises, and the valve body 61 b is pressed against the lower end of the narrowed portion 52, thereby causing the narrowed portion. The part 52 is closed. This allows
Drainage in the drain gutter 6 can be prevented from flowing back to the water collecting part 51 through the constricted part 52.

【0037】なお、弁体61により狭窄部52が閉塞し
た状態では、集水部51側の排水も止水されることにな
る。しかし、排水樋6内の水位の上昇は、浴槽が溢れる
などして多量の排水が排水樋に流入する場合であって、
これを排水管が呑みきれない状態であり、この状態は短
時間で解消される。このため、小口キャップ30の上
面、すなわち集水部51からの排水が溢れることはな
い。
When the stenosis portion 52 is closed by the valve element 61, the drainage of the water collecting portion 51 is also stopped. However, the rise in the water level in the drain gutter 6 is when a large amount of drainage flows into the drain gutter due to overflow of the bathtub, and the like.
This is a state in which the drain pipe cannot be swallowed, and this state is resolved in a short time. For this reason, the drainage from the upper surface of the small cap 30, that is, the water collecting portion 51 does not overflow.

【0038】以上のように本実施形態によれば、第3シ
ール部材29の部位から小口キャップ30の上面に漏れ
出た排水を、導水通路41により、排水樋6側に円滑に
流下させることかできると共に、逆流防止機構44によ
り、排水樋6側から小口キャップ30の上面への排水の
逆流を防止することができる。したがって、排水樋6廻
りのシール性を向上させることができる。また、排水管
7を接続するための排水管接続口42を小口キャップ3
0に一体に形成しているため、排水管接続口42を排水
樋6の幅に規制されることなく、比較的太径に形成する
ことができ、排水樋6内の排水を円滑に排水することが
できる。
As described above, according to the present embodiment, the drainage leaked from the portion of the third seal member 29 to the upper surface of the fore-cap 30 can be smoothly flowed down to the drain gutter 6 by the water guide passage 41. At the same time, the backflow prevention mechanism 44 can prevent the backflow of the drainage from the drain gutter 6 side to the upper surface of the small cap 30. Therefore, the sealing performance around the drain gutter 6 can be improved. In addition, the drain pipe connection port 42 for connecting the drain pipe 7 is provided with the small cap 3.
The drainage pipe connection port 42 can be formed to have a relatively large diameter without being restricted by the width of the drainage gutter 6, and the drainage in the drainage gutter 6 is smoothly drained. be able to.

【0039】次に、模式的に描いた図4ないし図9を参
照して、逆流防止機構の他の実施形態、およびこれと類
似の機能を有する堰機構の複数の実施形態について説明
する。
Next, another embodiment of the backflow prevention mechanism and a plurality of embodiments of a weir mechanism having a function similar thereto will be described with reference to FIGS. 4 to 9 which are schematically drawn.

【0040】図4は、本発明の第2実施形態であり、こ
の実施形態の逆流防止機構44は、狭窄部52の下端に
接続した可撓性を有するホース71と、ホース71の下
流側に取り付けた球形フロート72とで構成されてい
る。排水樋6に排水が溜まっていない状態、或いは排水
の水位が低い状態では、ホース71が斜め下方に垂れ下
がっており、集水部51の排水は、狭窄部52からホー
ス71の内部を通って排水樋6側に流下する。一方、排
水樋6に排水が溜まって水位が高い場合には、ホース7
1の下流端が球形フロート72により持ち上げられ、ホ
ース71は「U」字状になる。ホース71は「U」字状
になると、球形フロート72から突出したホース71の
下流端は水面から離れ、排水の流入を阻止する。
FIG. 4 shows a second embodiment of the present invention. In this embodiment, a backflow prevention mechanism 44 includes a flexible hose 71 connected to the lower end of a constricted portion 52 and a downstream side of the hose 71. And a spherical float 72 attached thereto. In a state where no drainage is accumulated in the drain gutter 6 or a state where the water level of the drainage is low, the hose 71 hangs obliquely downward, and the drainage of the water collecting part 51 is drained from the narrow part 52 through the inside of the hose 71. It flows down to the gutter 6 side. On the other hand, when the drainage is accumulated in the drain gutter 6 and the water level is high, the hose 7
The downstream end of 1 is lifted by a spherical float 72 and the hose 71 becomes "U" shaped. When the hose 71 has a “U” shape, the downstream end of the hose 71 protruding from the spherical float 72 separates from the water surface and prevents the inflow of drainage.

【0041】このような構成では、弁体などが必要な
く、極めて簡単に逆流防止機構44を構成することがで
きる。なお、球形フロート72は、発泡スチロールなど
の発泡体で構成することが、好ましい。また、拡開部5
3と排水流路43とを一体化してもよい。
With such a configuration, the backflow prevention mechanism 44 can be configured extremely easily without the need for a valve element or the like. In addition, it is preferable that the spherical float 72 is formed of a foam such as styrene foam. In addition, expansion part 5
3 and the drain channel 43 may be integrated.

【0042】図5は、本発明の第3実施形態であり、こ
の実施形態の逆流防止機構44は、狭窄部52の下端に
拡開部53側から当てがった薄板(開放弁体)73を有
している。薄板73は、例えば薄いゴム板などで構成さ
れており、基部が拡開部53の天壁部分に埋め込まれて
いる。集水部51に排水が溜まると、この排水の重みで
薄板73が下側に湾曲して狭窄部52を開放し、排水の
流下を許容する。一方、集水部51に排水が溜まってい
ない場合には、拡開部(排水樋6)53の水位が上昇し
ても、薄板73は狭窄部52の下端に密着して狭窄部5
2が閉塞しており、排水の逆流が阻止される。
FIG. 5 shows a third embodiment of the present invention. In this embodiment, a backflow prevention mechanism 44 is provided with a thin plate (open valve body) 73 applied to the lower end of a narrowed portion 52 from the widening portion 53 side. have. The thin plate 73 is made of, for example, a thin rubber plate, and has a base embedded in the top wall portion of the expanding portion 53. When the drainage accumulates in the water collecting part 51, the thin plate 73 is bent downward by the weight of the drainage to open the constriction part 52, thereby allowing the drainage to flow down. On the other hand, when the drainage does not accumulate in the water collecting part 51, even if the water level of the widening part (drainage gutter 6) 53 rises, the thin plate 73 is in close contact with the lower end of the narrowing part 52,
2 is blocked, and the backflow of drainage is prevented.

【0043】図6は、本発明の第4実施形態であり、こ
の実施形態の逆流防止機構44は、狭窄部52の下端に
面して設けた極薄板(閉塞弁体)74を有している。極
薄板74は、例えばフィルム片などで構成されており、
基部が拡開部53の天壁部分に接着され、自重により下
方にわずかに撓んでいる。この構成では、集水部51側
からの排水の流下が許容されるが、拡開部53側の水位
が上昇すると、極薄板74が排水に押されて狭窄部52
の下端に密着し、排水の逆流を阻止する。
FIG. 6 shows a fourth embodiment of the present invention. The backflow prevention mechanism 44 of this embodiment has an ultrathin plate (blocking valve element) 74 provided at the lower end of the constriction 52. I have. The ultra-thin plate 74 is made of, for example, a film piece,
The base is adhered to the top wall portion of the expanding portion 53 and slightly bent downward by its own weight. In this configuration, the drainage from the water collecting part 51 is allowed to flow down, but when the water level on the expanding part 53 rises, the ultra-thin plate 74 is pushed by the drainage and the constricted part 52
Close to the lower end of the tube, preventing backflow of drainage.

【0044】このように、薄板73および極薄板74
は、狭窄部52の下端を弁座とする逆流防止弁の機能を
有しており、極めて簡単な構造で、排水樋6側からの排
水の逆流を防止する。なお、第3および第4実施形態に
おいても、拡開部53と排水流路43との一体化は可能
である。
As described above, the thin plate 73 and the extremely thin plate 74
Has a function of a check valve having the lower end of the constricted portion 52 as a valve seat, and has a very simple structure to prevent the back flow of drain water from the drain gutter 6 side. In addition, also in 3rd and 4th embodiment, integration of the expansion part 53 and the drainage flow path 43 is possible.

【0045】図7は、本発明の第5実施形態であり、こ
の実施形態では、逆流防止機構44に代えて堰機構45
が設けられている。堰機構45は、小口キャップ30に
装着したシーラー31に、拡開部53に面して直線状の
切込み部75を形成することにより、構成されている。
このシーラー31の切込み部75は、拡開部53と排水
樋6との間の排水の出入りを微量に規制する。このた
め、排水樋6の排水が切込み部75の位置以下の水位で
ある場合には、拡開部53から排水樋6ににじむように
流出し、逆に、切込み部75の位置以上の水位である場
合には、排水樋6から拡開部53ににじむように流入す
る。
FIG. 7 shows a fifth embodiment of the present invention. In this embodiment, a weir mechanism 45 is used instead of the backflow prevention mechanism 44.
Is provided. The weir mechanism 45 is configured by forming a linear cutout portion 75 facing the expanding portion 53 in the sealer 31 attached to the fore cap 30.
The cut portion 75 of the sealer 31 regulates a small amount of drainage between the expanding portion 53 and the drain gutter 6. For this reason, when the drainage of the drain gutter 6 is at a water level lower than the position of the cut portion 75, the water flows out from the expanding portion 53 so as to bleed into the drain gutter 6, and conversely, at a water level higher than the position of the cut portion 75. In some cases, the water flows from the drain gutter 6 so as to bleed into the expanding portion 53.

【0046】この場合、排水樋6から拡開部53への排
水の流入量は微量であり、小口キャップ30の上面から
溢れる量に達するまでには十分な時間を要するため、そ
の間に排水樋6側の水位が下がり、小口キャップ30の
上面から排水が溢れることはない。
In this case, the inflow of the drainage from the drainage gutter 6 to the widening portion 53 is very small, and it takes a sufficient time to reach the amount overflowing from the upper surface of the small cap 30. The water level on the side drops and the drainage does not overflow from the upper surface of the fore cap 30.

【0047】図8は、本発明の第6実施形態であり、こ
の実施形態の堰機構45は、拡開部53に装填した透水
部材76で構成されている。透水部材76は、例えば透
水性の発泡材などで構成されており、上記の実施形態と
同様に、狭窄部(拡開部53)52と排水樋6との間の
排水の出入りを微量に規制している。なお、透水部材7
6は、狭窄部52に装填してもよい。
FIG. 8 shows a sixth embodiment of the present invention. The weir mechanism 45 of this embodiment comprises a water permeable member 76 loaded in the expanding portion 53. The water permeable member 76 is made of, for example, a water permeable foam material, and similarly to the above-described embodiment, restricts ingress and egress of drainage between the constricted portion (expanded portion 53) 52 and the drain gutter 6. doing. The water permeable member 7
6 may be loaded in the constriction 52.

【0048】このように、第5および第6実施形態の堰
機構45によれば、簡単な構造で、小口キャップ30の
上面からの排水を排水樋6に導くことができると共に、
排水樋6からの排水が小口キャップ30の上面から溢れ
のを防止することができる。
As described above, according to the weir mechanism 45 of the fifth and sixth embodiments, the drainage from the upper surface of the small cap 30 can be guided to the drain gutter 6 with a simple structure.
Drainage from the drain gutter 6 can be prevented from overflowing from the upper surface of the small cap 30.

【0049】図9は、本発明の第7実施形態であり、こ
の実施形態の堰機構45は、狭窄部52に上側から緩く
螺合したねじ(好ましくはビス)77で構成されてい
る。内周面に雌ねじを形成していない狭窄部52にねじ
77を螺合すると、狭窄部52の内周面とねじ77の谷
部との間に、極めて細い螺旋状の通路が形成される。す
なわち、この通路が、集水部51と拡開部53との間の
排水の出入りを微量に規制する。
FIG. 9 shows a seventh embodiment of the present invention. The weir mechanism 45 of this embodiment is composed of a screw (preferably a screw) 77 loosely screwed into the narrowed portion 52 from above. When the screw 77 is screwed into the constricted portion 52 having no female screw formed on the inner peripheral surface, an extremely thin spiral passage is formed between the inner peripheral surface of the constricted portion 52 and the valley of the screw 77. That is, this passage regulates the inflow and outflow of drainage between the water collecting part 51 and the expanding part 53 to a very small amount.

【0050】この構成では、ねじ77の螺合寸法によ
り、螺旋状の通路の長さが変化し、ここを流れる排水の
摩擦抵抗が変化するため、排水の出入り量を微調整する
ことができる。
In this configuration, the length of the spiral passage changes depending on the screwing dimension of the screw 77, and the frictional resistance of the drainage flowing therethrough changes, so that the amount of the drainage can be finely adjusted.

【0051】[0051]

【発明の効果】以上のように本発明の浴室の排水構造に
よれば、水密に当接した縦枠の下端とキャップ部材の上
面との間の当接部位からキャップ部材の上面に排水が漏
れることがあっても、漏れた排水を排水樋内に円滑に導
くことができる。また逆に、排水樋が満水状態になって
も、排水樋からのキャップ部材の上面への排水の逆流を
防止、或いは抑制することができる。このため、この部
分のシール性を向上させることができる。
As described above, according to the bathroom drainage structure of the present invention, drainage leaks to the upper surface of the cap member from the contact portion between the lower end of the vertical frame and the upper surface of the cap member in watertight contact. In any case, the leaked drainage can be smoothly guided into the drainage gutter. Conversely, even when the drain gutter is full, it is possible to prevent or suppress the backflow of drain water from the drain gutter to the upper surface of the cap member. For this reason, the sealing performance of this portion can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1実施形態に係る浴室の排水構造を
適用した浴室出入口廻りの縦断面図である。
FIG. 1 is a vertical cross-sectional view around a bathroom doorway to which a bathroom drainage structure according to a first embodiment of the present invention is applied.

【図2】第1実施形態に係る排水樋と縦枠との位置関係
を表した排水樋廻りの分解斜視図である。
FIG. 2 is an exploded perspective view around the drain gutter showing a positional relationship between the drain gutter and the vertical frame according to the first embodiment.

【図3】第1実施形態に係る小口キャップ廻りの構造図
である。
FIG. 3 is a structural diagram around a small cap according to the first embodiment.

【図4】本発明の第2実施形態に係る小口キャップ廻り
の構造図である。
FIG. 4 is a structural diagram around a small cap according to a second embodiment of the present invention.

【図5】本発明の第3実施形態に係る小口キャップ廻り
の構造図である。
FIG. 5 is a structural diagram around a small cap according to a third embodiment of the present invention.

【図6】本発明の第4実施形態に係る小口キャップ廻り
の構造図である。
FIG. 6 is a structural diagram around a small cap according to a fourth embodiment of the present invention.

【図7】本発明の第5実施形態に係る小口キャップ廻り
の構造図である。
FIG. 7 is a structural diagram around a small cap according to a fifth embodiment of the present invention.

【図8】本発明の第6実施形態に係る小口キャップ廻り
の構造図である。
FIG. 8 is a structural diagram around a small cap according to a sixth embodiment of the present invention.

【図9】本発明の第7実施形態に係る小口キャップ廻り
の構造図である。
FIG. 9 is a structural diagram around a small cap according to a seventh embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 片引戸、2 引戸本体、3 枠体、4 防水パン、
6 排水樋、7 排水管、12 下枠、13 縦枠、2
9 第3シール部材、30 小口キャップ、31 シー
ラー、41 導水通路、42 排水管接続口、44 逆
流防止機構、45 堰機構、51 集水部、52 狭窄
部、53 拡開部、61 弁体、62フロート、71
ホース、72 球形フロート、73 薄板、74 極薄
板、75 切込み部、76 透水部材、77 ねじ、A
浴室、B 脱衣室
1 single sliding door, 2 sliding door body, 3 frame, 4 waterproof pan,
6 drain gutter, 7 drain pipe, 12 lower frame, 13 vertical frame, 2
9 Third seal member, 30 small cap, 31 sealer, 41 water passage, 42 drain pipe connection port, 44 backflow prevention mechanism, 45 weir mechanism, 51 water collection section, 52 constriction section, 53 expansion section, 61 valve body, 62 float, 71
Hose, 72 spherical float, 73 thin plate, 74 ultra-thin plate, 75 notch, 76 permeable member, 77 screw, A
Bathroom, dressing room B

───────────────────────────────────────────────────── フロントページの続き (72)発明者 姫野 賢 富山県黒部市三日市4024 (72)発明者 平野 清英 富山県魚津市新金屋1−9−22 (72)発明者 蔵町 佳伸 富山県黒部市堀切1313−1 (72)発明者 中山 茂人 富山県富山市一本木1010番地 日立化成ユ ニット株式会社内 (72)発明者 川合 慎治 富山県富山市一本木1010番地 日立化成ユ ニット株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Ken Himeno 4024 Mikkaichi, Kurobe City, Toyama Prefecture (72) Inventor Kiyohide Hirano 1-9-22 Shinkanaya, Uozu City, Toyama Prefecture (72) Inventor Yoshinobu Kuramachi Kurobe, Toyama Prefecture 1313-1 Horikiri, Ichigo (72) Inventor Shigeto Nakayama 1010 Ippongi, Toyama City, Toyama Prefecture Within Hitachi Chemical Unit Co., Ltd. (72) Shinji Kawai 1010 Ippongi, Toyama City, Toyama Prefecture Hitachi Chemical Unit Co., Ltd.

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 浴室の出入口に設けた建具の下側に配設
され、当該出入口側に流れる浴室床の排水を受ける排水
樋と、 前記排水樋の両外端部に装着され、当該排水樋の端部を
閉塞する一対のキャップ部材とを備え、 前記両キャップ部材の排水樋側の部位に、上側から前記
建具の両縦枠をそれぞれ水密に当接した浴室の排水構造
であって、 前記各キャップ部材には、当該キャップ部材と前記縦枠
との当接部位から当該キャップ部材の上面に漏れ出た排
水を前記排水樋側に導く導水通路が設けられ、前記導水
通路には、前記排水樋からの排水の逆流を阻止する逆流
防止機構が臨んでいることを特徴とする浴室の排水構
造。
1. A drain gutter disposed below a fitting provided at a doorway of a bathroom for receiving drainage of a bathroom floor flowing toward the doorway, and a drain gutter attached to both outer ends of the drain gutter. A pair of cap members for closing the ends of the bathroom, drainage structure of the bathroom in which both vertical frames of the fittings abut against the drainage gutter side portion of both cap members from the upper side, respectively, Each cap member is provided with a water guide passage for guiding drainage leaking from the contact portion between the cap member and the vertical frame to the upper surface of the cap member to the drain gutter side, and the water guide passage includes the drainage passage. A drainage structure for a bathroom characterized by a backflow prevention mechanism for preventing backflow of drainage from a gutter.
【請求項2】 前記逆流防止機構は、前記導水通路の狭
窄部を開閉する弁体と、 前記弁体を保持すると共に前記排水樋に溜まった排水上
に浮いて当該弁体を開閉動作させるフロートとを有する
ことを特徴とする請求項1に記載の浴室の排水構造。
2. The valve according to claim 1, wherein the backflow prevention mechanism includes a valve body that opens and closes a constricted portion of the water passage, and a float that holds the valve body and floats on drainage collected in the drain gutter to open and close the valve body. The drainage structure for a bathroom according to claim 1, comprising:
【請求項3】 前記逆流防止機構は、前記導水通路の狭
窄部の下流端に接続したホースと、 前記ホースの下流端に取り付けられ、前記排水樋に溜ま
った排水上に浮くフロートとを有することを特徴とする
請求項1に記載の浴室の排水構造。
3. The backflow prevention mechanism has a hose connected to a downstream end of a narrow portion of the water passage, and a float attached to a downstream end of the hose and floating on drainage collected in the drain gutter. The drainage structure for a bathroom according to claim 1, wherein:
【請求項4】 前記逆流防止機構は、前記導水通路の狭
窄部の下流端に密着し、前記キャップ部材の上面に溜ま
った排水の重みで当該狭窄部を開放する開放弁体を有す
ることを特徴とする請求項1に記載の浴室の排水構造。
4. The backflow prevention mechanism has an opening valve body that is in close contact with a downstream end of the narrowed portion of the water passage and that opens the narrowed portion with the weight of drainage accumulated on the upper surface of the cap member. The drainage structure for a bathroom according to claim 1, wherein:
【請求項5】 前記逆流防止機構は、前記導水通路の狭
窄部の下流端に配設され、当該導水通路を逆流する排水
に押されて当該狭窄部を閉塞する閉塞弁体を有すること
を特徴とする請求項1に記載の浴室の排水構造。
5. The backflow prevention mechanism is provided at a downstream end of a narrow portion of the water passage, and has a closing valve body that is pushed by drainage flowing backward in the water passage and closes the narrow portion. The drainage structure for a bathroom according to claim 1, wherein:
【請求項6】 浴室の出入口に設けた建具の下側に配設
され、当該出入口側に流れる浴室床の排水を受ける排水
樋と、 前記排水樋の両外端部に装着され、当該排水樋の端部を
閉塞する一対のキャップ部材とを備え、 前記両キャップ部材の排水樋側の部位に、上側から前記
建具の両縦枠をそれぞれ水密に当接した浴室の排水構造
であって、 前記各キャップ部材には、当該キャップ部材と前記縦枠
の当接部位から当該キャップ部材の上面に漏れ出た排水
を前記排水樋側に導く導水通路が設けられ、 前記導水通路には、通過する排水の量を微量に制限する
堰機構が臨んでいることを特徴とする浴室の排水構造。
6. A drain gutter disposed below a fitting provided at a doorway of a bathroom for receiving drainage of a bathroom floor flowing to the doorway side, the drainage gutter being attached to both outer ends of the drainage gutter. A pair of cap members for closing the ends of the bathroom, drainage structure of the bathroom in which both vertical frames of the fittings abut against the drainage gutter side portion of both cap members from the upper side, respectively, Each cap member is provided with a water guide passage that guides drainage leaked from the contact portion between the cap member and the vertical frame to the upper surface of the cap member to the drain gutter side. A drainage structure for the bathroom, characterized by a weir mechanism that limits the amount of water to a very small amount.
【請求項7】 前記堰機構は、前記導水通路に介設さ
れ、排水の通過をにじみ出るように制限する透水部材を
有することを特徴とする請求項6に記載の浴室の排水構
造。
7. The drainage structure for a bathroom according to claim 6, wherein the weir mechanism has a water permeable member interposed in the water passage and restricting the passage of drainage so as to protrude.
【請求項8】 前記堰機構は、前記導水通路の狭窄部に
緩く螺合したねじ部材を有することを特徴とする請求項
6に記載の浴室の排水構造。
8. The drainage structure for a bathroom according to claim 6, wherein the weir mechanism has a screw member loosely screwed into a narrow portion of the water passage.
【請求項9】 前記キャップ部材は、シーラーを介して
前記排水樋に水密に装着されており、 前記堰機構は、前記導水通路の下流端にこれを閉塞する
ように面するシーラーの部分に形成した線状の切込み部
を有することを特徴とする請求項6に記載の浴室の排水
構造。
9. The cap member is attached to the drain gutter through a sealer in a watertight manner, and the weir mechanism is formed at a portion of the sealer facing the downstream end of the water passage so as to close the water passage. The drainage structure for a bathroom according to claim 6, further comprising a linear cut portion formed in the bathroom.
【請求項10】 前記一対のキャップ部材の少なくとも
一方には、前記排水樋内の排水を下流側の排水管に導く
排水管接続口が一体に形成されていることを特徴とする
請求項1ないし9のいずれかに記載の浴室の排水構造。
10. A drain pipe connecting port for guiding drain water in the drain gutter to a downstream drain pipe is formed integrally with at least one of the pair of cap members. 9. The drainage structure for a bathroom according to any one of 9 above.
JP09241998A 1998-03-20 1998-03-20 Bathroom drainage structure Expired - Fee Related JP3202961B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09241998A JP3202961B2 (en) 1998-03-20 1998-03-20 Bathroom drainage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09241998A JP3202961B2 (en) 1998-03-20 1998-03-20 Bathroom drainage structure

Publications (2)

Publication Number Publication Date
JPH11269956A true JPH11269956A (en) 1999-10-05
JP3202961B2 JP3202961B2 (en) 2001-08-27

Family

ID=14053911

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09241998A Expired - Fee Related JP3202961B2 (en) 1998-03-20 1998-03-20 Bathroom drainage structure

Country Status (1)

Country Link
JP (1) JP3202961B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661154A (en) * 2018-06-11 2018-10-16 宋正国 Caisson type bathroom hidden pipe plant fermentation drain valve
CN114835252A (en) * 2022-05-06 2022-08-02 江苏科闻环保科技有限公司 Adjustable three-phase separator for anaerobic reactor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661154A (en) * 2018-06-11 2018-10-16 宋正国 Caisson type bathroom hidden pipe plant fermentation drain valve
CN114835252A (en) * 2022-05-06 2022-08-02 江苏科闻环保科技有限公司 Adjustable three-phase separator for anaerobic reactor
CN114835252B (en) * 2022-05-06 2023-02-14 江苏科闻环保科技有限公司 Adjustable three-phase separator for anaerobic reactor

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