JP7252706B2 - Plumbing material for temporary toilets - Google Patents

Plumbing material for temporary toilets Download PDF

Info

Publication number
JP7252706B2
JP7252706B2 JP2017205144A JP2017205144A JP7252706B2 JP 7252706 B2 JP7252706 B2 JP 7252706B2 JP 2017205144 A JP2017205144 A JP 2017205144A JP 2017205144 A JP2017205144 A JP 2017205144A JP 7252706 B2 JP7252706 B2 JP 7252706B2
Authority
JP
Japan
Prior art keywords
pipe
temporary toilet
outflow pipe
horizontal drainage
temporary
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.)
Active
Application number
JP2017205144A
Other languages
Japanese (ja)
Other versions
JP2019078050A (en
Inventor
吏士 志村
優秀 村上
紀之 森谷
勇樹 森
芳紀 杉本
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2017205144A priority Critical patent/JP7252706B2/en
Publication of JP2019078050A publication Critical patent/JP2019078050A/en
Application granted granted Critical
Publication of JP7252706B2 publication Critical patent/JP7252706B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sanitary Device For Flush Toilet (AREA)
  • Sewage (AREA)

Description

本発明は、災害発生時に使用される仮設トイレ用配管部材に関するものである。 TECHNICAL FIELD The present invention relates to a plumbing member for temporary toilets used in the event of a disaster.

近年、地震などの災害が発生した場合に、学校や防災公園などの避難場所において複数の仮設トイレを設置できるようにした仮設トイレ用配管構造が提案されている(例えば特許文献1参照。)。この仮設トイレ用配管構造においては、地中に埋設され横方向に延伸する排水横管と、この排水横管に互いに間隔をあけて接続され上端部が地表面に開口し、その上に仮設トイレを設置可能な複数の縦管とを有している。また排水横管の一端部が接続されたマンホールと、マンホールと既設の下水管とを連結し、マンホール内の汚物や流体を下水管に流出させる流出管とを有している。更にマンホール内に突出した排水横管の一端部の開口を開閉する貯水ゲート(弁装置)が設けられている。 In recent years, a plumbing structure for temporary toilets has been proposed that allows multiple temporary toilets to be installed in evacuation areas such as schools and disaster prevention parks in the event of a disaster such as an earthquake (see, for example, Patent Document 1). In this temporary toilet piping structure, a horizontal drainage pipe is buried in the ground and extends in the horizontal direction, and the horizontal drainage pipe is connected to the horizontal drainage pipe with a space therebetween and has an upper end that opens to the ground surface. It has a plurality of vertical pipes in which a . It also has a manhole to which one end of a horizontal drainage pipe is connected, and an outflow pipe that connects the manhole and an existing sewage pipe and discharges the filth and fluid in the manhole to the sewage pipe. Furthermore, a water storage gate (valve device) is provided for opening and closing the opening at one end of the horizontal drainage pipe protruding into the manhole.

特許第4104197号公報Japanese Patent No. 4104197

ところで上述の仮設トイレ用配管構造においては、排水横管に接続したマンホールを介して流出管が接続されており構造上大型化してしまいコンパクト化が困難であった。また防災公園等への設置においては、設置場所から下水管までの距離が長くなることがあるため、現状の埋設深さでは管路勾配をとることが困難になることから、浅層埋設化が必要になる。 By the way, in the above-mentioned temporary toilet piping structure, the outflow pipe is connected through the manhole connected to the horizontal drainage pipe, which makes the structure large and difficult to make compact. In addition, when installing in disaster prevention parks, etc., the distance from the installation location to the sewage pipe may be long, so it is difficult to secure the pipe gradient at the current burial depth, so shallow burial is recommended. become necessary.

本発明の目的は、コンパクト化及び浅層埋設化が可能な仮設トイレ用配管部材を提供することである。 SUMMARY OF THE INVENTION An object of the present invention is to provide a plumbing member for a temporary toilet that can be made compact and buried in a shallow layer.

本発明の仮設トイレ用配管部材は、地中において横方向に埋設された排水横管の下流側端部が接続される排水横管接続部と、下水管に接続される流出管が接続され、前記排水横管接続部に内装された流出管接続部と、前記流出管接続部の上流側端部に設けられた弁開閉機構と、を備えることを特徴とする。 In the temporary toilet piping member of the present invention, a horizontal drainage pipe connecting portion to which a downstream end of a horizontal drainage pipe buried in the ground in a horizontal direction is connected, and an outflow pipe connected to a sewage pipe are connected, It is characterized by comprising an outflow pipe connecting portion that is installed in the horizontal drainage pipe connecting portion, and a valve opening/closing mechanism that is provided at an upstream end portion of the outflow pipe connecting portion.

また本発明の仮設トイレ用配管部材は、前記流出管接続部の上流側端部が下部に対して上部が下流側に位置する斜め形状を有することを特徴とする。 Further, the piping member for a temporary toilet of the present invention is characterized in that the upstream end portion of the outflow pipe connecting portion has an oblique shape in which the upper portion is positioned downstream with respect to the lower portion.

また本発明の仮設トイレ用配管部材は、前記流出管接続部の上流側が下部側の内周面に止水構造を備えることを特徴とする。 Moreover, the piping member for temporary toilets of this invention is characterized by equipping the inner peripheral surface of the upstream side of the said outflow pipe connection part with a water stop structure of a lower side.

また本発明の仮設トイレ用配管部材は、前記流出管接続部の上流側端部の周囲に邪魔板を備えることを特徴とする。 Moreover, the piping member for temporary toilets of this invention is characterized by equipping the periphery of the upstream end part of the said outflow pipe connection part with a baffle plate.

本発明によれば、コンパクト化及び浅層埋設化が可能な仮設トイレ用配管部材を提供することができる。 ADVANTAGE OF THE INVENTION According to this invention, the plumbing member for temporary toilets which can be made compact and can be embedded shallowly can be provided.

第1の実施の形態に係る仮設トイレ用配管構造の縦断面図である。It is a longitudinal section of the plumbing structure for temporary toilets concerning a 1st embodiment. 第1の実施の形態に係る仮設トイレ用配管構造の立ち上がり管及び縦管を示す図である。It is a figure which shows the riser pipe|tube and vertical pipe|tube of the plumbing structure for temporary toilets which concerns on 1st Embodiment. 第2の実施の形態に係る仮設トイレ用配管構造の縦断面図である。It is a longitudinal cross-sectional view of the plumbing structure for temporary toilets which concerns on 2nd Embodiment. 第3の実施の形態に係る仮設トイレ用配管構造の縦断面図である。It is a vertical cross-sectional view of the plumbing structure for temporary toilets which concerns on 3rd Embodiment. 第4の実施の形態に係る仮設トイレ用配管構造の縦断面図である。It is a longitudinal cross-sectional view of the plumbing structure for temporary toilets which concerns on 4th Embodiment. 第4の実施の形態に係る仮設トイレ用配管構造の流出管が有する止水構造を示す図である。It is a figure which shows the water stop structure which the outflow pipe of the piping structure for temporary toilets which concerns on 4th Embodiment has. 第5の実施の形態に係る仮設トイレ用配管構造に設けられた邪魔板を示す図である。It is a figure which shows the baffle plate provided in the piping structure for temporary toilets which concerns on 5th Embodiment. 第6の実施の形態に係る仮設トイレ用配管構造に設けられた邪魔板を示す図である。It is a figure which shows the baffle plate provided in the plumbing structure for temporary toilets which concerns on 6th Embodiment. 第7の実施の形態に係る仮設トイレ用配管部材を備える仮設トイレ用配管構造の縦断面図である。It is a longitudinal cross-sectional view of the plumbing structure for temporary toilets provided with the plumbing member for temporary toilets which concerns on 7th Embodiment. 第7の実施の形態に係る仮設トイレ用配管部材の縦断面図である。It is a longitudinal cross-sectional view of the plumbing member for temporary toilets which concerns on 7th Embodiment.

以下、図面を参照して実施の形態に係る仮設トイレ用配管構造について説明する。図1は、第1の実施の形態に係る仮設トイレ用配管構造の縦断面図である。図1に示すように、仮設トイレ用配管構造2は、横方向に沿って、即ち地表面3に沿って地中に埋設された排水横管4と、排水横管4にその長手方向に沿って互いに間隔をあけて接続され上下方向に延伸する複数の縦管5と、排水横管4の下流側端部に接続され上下方向に延伸する立ち上がり管6と、排水横管4内に内装された流出管7と、流出管7の上流側端部に設けられた弁開閉機構8とを備えている。 Hereinafter, a temporary toilet piping structure according to an embodiment will be described with reference to the drawings. FIG. 1 is a vertical cross-sectional view of a temporary toilet piping structure according to a first embodiment. As shown in FIG. 1, the temporary toilet piping structure 2 includes a horizontal drainage pipe 4 buried in the ground along the horizontal direction, that is, along the ground surface 3, and a horizontal drainage pipe 4 along its longitudinal direction. A plurality of vertical pipes 5 connected to each other at intervals and extending in the vertical direction, a riser pipe 6 connected to the downstream end of the horizontal drainage pipe 4 and extending in the vertical direction, and a vertical drainage pipe 4. and a valve opening/closing mechanism 8 provided at the upstream end of the outflow pipe 7 .

排水管横4は、合成樹脂管によって形成されており上流側端部が管端接着止水キャップ4aにより閉塞されている。排水横管4の上部には、排水横管4の長手方向に沿って互いに間隔をあけて6本の上下方向に延伸する縦管5が接続されている。 The horizontal drain pipe 4 is formed of a synthetic resin pipe, and its upstream end is closed with a pipe end adhesive water stop cap 4a. Six vertically extending vertical pipes 5 are connected to the upper portion of the horizontal drainage pipe 4 at intervals along the longitudinal direction of the horizontal drainage pipe 4 .

図2は排水管横4の最も下流側に位置する縦管5(他の縦管5も同一の構成を有する。)及び立ち上がり管6を示している。この図に示すように縦管5は、自在受け口サドル10を介して排水管横4に接続されており、縦管5の内部は排水横管4の内部と連通し、縦管5の上部には、縦管5の上部開口を開閉する合成樹脂製の内蓋5aを備えている。また縦管5の上方には、地表面3に位置する鋳鉄製の防護蓋11が設けられている。災害発生時には、各縦管5の内蓋5a及び外蓋11を外し仮設トイレを設置する。 FIG. 2 shows the vertical pipe 5 (the other vertical pipes 5 have the same configuration) and the riser pipe 6 located on the most downstream side of the horizontal drain pipe 4 . As shown in this figure, the vertical pipe 5 is connected to the horizontal drainage pipe 4 via a universal socket saddle 10, the interior of the vertical pipe 5 communicates with the interior of the horizontal drainage pipe 4, and is provided with an inner lid 5a made of synthetic resin for opening and closing the upper opening of the vertical tube 5. As shown in FIG. A protective cover 11 made of cast iron and positioned on the ground surface 3 is provided above the vertical pipe 5 . When a disaster occurs, the inner lid 5a and the outer lid 11 of each vertical pipe 5 are removed to install a temporary toilet.

排水横管4の下流側端部は、管端接着止水キャップ4bにより閉塞されている。排水横管4の下流側端部の近傍設けられている立ち上がり管6の上端部は、地表面3に位置しており蓋6aで閉塞されている。立上がり管6の下部の排水横管4内には、管端接着止水ャップ4bを介して排水横管4に内装された流出管7の上流側端部が位置している。流出管7の下流側端部は、下水本管(図示せず)に接続されている。 The downstream end of the horizontal drainage pipe 4 is closed by a pipe end bonded water stop cap 4b. The upper end of the riser pipe 6 provided near the downstream end of the horizontal drainage pipe 4 is positioned on the ground surface 3 and closed with a lid 6a. In the horizontal drainage pipe 4 at the lower portion of the riser pipe 6, the upstream end of the outflow pipe 7 is positioned inside the horizontal drainage pipe 4 via the pipe end bonded water stop cap 4b. The downstream end of the outflow pipe 7 is connected to a sewage main (not shown).

流出管7の上流側端部には弁開閉機構8が設けられている。ここで弁開閉機構8は、流出管7の上流側端部を閉塞するゲート式の弁8a及びゲート式の弁8aを上下方向にスライドさせる弁開閉ハンドル8bを備えている。弁開閉ハンドル8bは立ち上がり管6内に配置されているため、立ち上がり管6の上端部の蓋6aを外して、弁開閉ハンドル8bを操作することにより弁8aの開閉を行うことができる。また流出管7の弁開閉機構8の近傍には、オーバーフロー管9が接続されているため、排水横管4内の水位を一定に保つことができる。 A valve opening/closing mechanism 8 is provided at the upstream end of the outflow pipe 7 . The valve opening/closing mechanism 8 includes a gate type valve 8a that closes the upstream end of the outflow pipe 7 and a valve opening/closing handle 8b that vertically slides the gate type valve 8a. Since the valve opening/closing handle 8b is arranged inside the riser pipe 6, the valve 8a can be opened and closed by removing the cover 6a at the upper end of the riser pipe 6 and operating the valve opening/closing handle 8b. Since the overflow pipe 9 is connected to the outflow pipe 7 in the vicinity of the valve opening/closing mechanism 8, the water level in the horizontal drainage pipe 4 can be kept constant.

本実施の形態に係る仮設トイレ用配管構造2によれば、排水横管4の下流端より流出管7を排水横管4内に突出させて内装しているため、排水横管4の排水勾配を確保しつつコンパクトな仮設トイレ用配管構造にすることができる。これにより排水横管4の埋設深さを浅くすることができる。また、流出管7の上流端に弁開閉機構8を設けているため、弁8aの止水面に汚水に含まれる夾雑物を噛みこむことを防止することができ、流出管4の上流端を完全に止水することができる。また弁8aは、水圧を受ける反対側で止水する構造であるため、より高い止水性を得ることができる。 According to the temporary toilet piping structure 2 according to the present embodiment, since the outflow pipe 7 is protruded into the horizontal drainage pipe 4 from the downstream end of the horizontal drainage pipe 4, the drainage gradient of the horizontal drainage pipe 4 is It is possible to make the plumbing structure for a temporary toilet compact while ensuring As a result, the depth of burying the horizontal drainage pipe 4 can be made shallow. In addition, since the valve opening/closing mechanism 8 is provided at the upstream end of the outflow pipe 7, it is possible to prevent contaminants contained in the sewage from being caught in the water stop surface of the valve 8a, and the upstream end of the outflow pipe 4 is completely closed. water can be stopped. Further, since the valve 8a has a structure to stop water on the opposite side receiving the water pressure, it is possible to obtain a higher water stoppage.

次に図3を参照して第2の実施の形態に係る仮設トイレ用配管構造について説明する。図3は、第2の実施の形態に係る仮設トイレ用配管構造の縦断面図である。なお第2の実施の形態に係る仮設トイレ用配管構造の説明においては、第1の実施の形態に係る仮設トイレ用配管構造2の構成と同一の構成に、第1の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a plumbing structure for a temporary toilet according to a second embodiment will be described with reference to FIG. FIG. 3 is a longitudinal sectional view of a temporary toilet piping structure according to a second embodiment. In the description of the temporary toilet piping structure according to the second embodiment, the same configuration as the temporary toilet piping structure 2 according to the first embodiment is used in the first embodiment. The description will be given with the same reference numerals as in .

第2の実施の形態に係る仮設トイレ用配管構造20は、第1の実施の形態に係る仮設トイレ用配管構造2の排水横管4の下流側端部と、排水横管4内に内装された流出管7の上流側端部と、流出管7の上流側端部に設けられた弁開閉機構8と、流出管7の上流側端部の近傍に接続されたオーバーフロー管9を収容するマンホール22を備えるものである。マンホール22の上部は蓋22aにより閉塞されており、蓋22aを外して弁開閉機構8の弁開閉ハンドル8bを操作することができる。 The temporary toilet piping structure 20 according to the second embodiment is installed in the downstream end of the horizontal drainage pipe 4 and the horizontal drainage pipe 4 of the temporary toilet piping structure 2 according to the first embodiment. A manhole housing an upstream end of the outflow pipe 7, a valve opening/closing mechanism 8 provided at the upstream end of the outflow pipe 7, and an overflow pipe 9 connected near the upstream end of the outflow pipe 7. 22. The upper portion of the manhole 22 is closed by a lid 22a, and the valve opening/closing handle 8b of the valve opening/closing mechanism 8 can be operated by removing the lid 22a.

本実施の形態に係る仮設トイレ用配管構造20によれば、マンホール22内において排水横管4の下流端より流出管7を排水横管4内に突出させて内装しているため、排水横管4の排水勾配を確保しつつ設置後の維持管理性を向上させることができる。 According to the temporary toilet piping structure 20 according to the present embodiment, since the outflow pipe 7 is protruded into the horizontal drainage pipe 4 from the downstream end of the horizontal drainage pipe 4 in the manhole 22, the horizontal drainage pipe Maintainability after installation can be improved while ensuring the drainage slope of 4.

次に図4を参照して第3の実施の形態に係る仮設トイレ用配管構造について説明する。図4は、第3の実施の形態に係る仮設トイレ用配管構造の縦断面図である。なお第3の実施の形態に係る仮設トイレ用配管構造の説明においては、第1の実施の形態に係る仮設トイレ用配管構造2の構成と同一の構成に、第1の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a piping structure for a temporary toilet according to a third embodiment will be described with reference to FIG. FIG. 4 is a longitudinal sectional view of a temporary toilet piping structure according to a third embodiment. In the description of the temporary toilet piping structure according to the third embodiment, the same configuration as the temporary toilet piping structure 2 according to the first embodiment is used in the first embodiment. The description will be given with the same reference numerals as in .

第3の実施の形態に係る仮設トイレ用配管構造24は、第1の実施の形態に係る仮設トイレ用配管構造2の弁開閉機構8を構成する弁8aを、上流側端部の下部に対して上部が下流側に位置する斜め形状を有する流出管7の上流側端部に設置する弁8cに変更し、流出管7に接続されているオーバーフロー管9をL字形状のオーバーフロー管12に変更したものである。 In the temporary toilet piping structure 24 according to the third embodiment, the valve 8a constituting the valve opening/closing mechanism 8 of the temporary toilet piping structure 2 according to the first embodiment The valve 8c is installed at the upstream end of the outflow pipe 7 having an oblique shape with the upper part located on the downstream side, and the overflow pipe 9 connected to the outflow pipe 7 is changed to an L-shaped overflow pipe 12. It is what I did.

本実施の形態に係る仮設トイレ用配管構造24によれば、排水横管4内に弁開閉機構8を設けた場合においても、排水横管4内に位置する流出管4の上流側端面の下部に夾雑物等が堆積することを抑制でき弁の止水性を確保することができる。 According to the temporary toilet piping structure 24 according to the present embodiment, even when the valve opening/closing mechanism 8 is provided in the horizontal drainage pipe 4, the lower part of the upstream end face of the outflow pipe 4 located in the horizontal drainage pipe 4 It is possible to suppress the accumulation of contaminants and the like in the valve, and to ensure the water shutoff of the valve.

次に図5及び図6を参照して第4の実施の形態に係る仮設トイレ用配管構造について説明する。図5は第4の実施の形態に係る仮設トイレ用配管構造の縦断面図である。なお第4の実施の形態に係る仮設トイレ用配管構造の説明においては、第1の実施の形態に係る仮設トイレ用配管構造2の構成と同一の構成に、第1の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a plumbing structure for a temporary toilet according to a fourth embodiment will be described with reference to FIGS. 5 and 6. FIG. FIG. 5 is a longitudinal sectional view of a temporary toilet piping structure according to a fourth embodiment. In the description of the temporary toilet piping structure according to the fourth embodiment, the same configuration as the temporary toilet piping structure 2 according to the first embodiment is used in the first embodiment. The description will be given with the same reference numerals as in .

第4の実施の形態に係る仮設トイレ用配管構造26は、第1の実施の形態に係る仮設トイレ用配管構造2の弁開閉機構8を構成する弁8aにより止水される流出管7の上流側端部7aの構造を夾雑物の体積を抑制できるような構造に変更したものである。即ち図6に示すように流出管7の上流側端部7aの略上半分は、流出管7の上流側端面にパッキン等の止水構造7bを備え、流出管7の上流側端部7aの略下半分は、流出管7の内周面にパッキン等の止水構造7cを備えている。 The temporary toilet piping structure 26 according to the fourth embodiment is upstream of the outflow pipe 7 whose water is stopped by the valve 8a that constitutes the valve opening/closing mechanism 8 of the temporary toilet piping structure 2 according to the first embodiment. The structure of the side end portion 7a is changed to a structure capable of suppressing the volume of contaminants. That is, as shown in FIG. 6, the substantially upper half of the upstream end portion 7a of the outflow pipe 7 is provided with a water stop structure 7b such as a packing on the upstream end surface of the outflow pipe 7, so that the upstream end portion 7a of the outflow pipe 7 is The substantially lower half has a waterproof structure 7c such as a packing on the inner peripheral surface of the outflow pipe 7 .

本実施の形態に係る仮設トイレ用配管構造26によれば、流出管7の底部の止水部が平滑な管内面になり、夾雑物の堆積を抑制でき止水性を確保できる。 According to the temporary toilet piping structure 26 according to the present embodiment, the water cutoff portion at the bottom of the outflow pipe 7 has a smooth inner surface of the pipe, thereby suppressing the accumulation of contaminants and ensuring water cutoff.

次に図7を参照して第5の実施の形態に係る仮設トイレ用配管構造について説明する。図7は、第5の実施の形態に係る仮設トイレ用配管構造の縦断面図である。なお第5の実施の形態に係る仮設トイレ用配管構造の説明においては、第3の実施の形態に係る仮設トイレ用配管構造24の構成と同一の構成には、第3の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a plumbing structure for a temporary toilet according to a fifth embodiment will be described with reference to FIG. FIG. 7 is a longitudinal sectional view of a temporary toilet piping structure according to a fifth embodiment. In the description of the temporary toilet piping structure according to the fifth embodiment, the same configuration as the temporary toilet piping structure 24 according to the third embodiment is used in the third embodiment. Description will be given with the same reference numerals as those used previously.

第5の実施の形態に係る仮設トイレ用配管構造は、排水横管4に内装された流出管7の上流側端部に斜めに配置されている弁8cの周囲にオーバーフロー管9の上端部の高さまで邪魔板(または部材)30を配置したものである。このような構成とすることにより排水横管4内に突出している流出管7の上流側端部の周囲に夾雑物が堆積することを防止することができる。 In the temporary toilet piping structure according to the fifth embodiment, the upper end of the overflow pipe 9 is provided around the valve 8c obliquely arranged at the upstream end of the outflow pipe 7 installed in the horizontal drainage pipe 4. A baffle plate (or member) 30 is arranged up to the height. By adopting such a configuration, it is possible to prevent contaminants from accumulating around the upstream end of the outflow pipe 7 protruding into the horizontal drainage pipe 4 .

次に図8を参照して第6の実施の形態に係る仮設トイレ用配管構造について説明する。図8は、第6の実施の形態に係る仮設トイレ用配管構造の縦断面図である。なお第6の実施の形態に係る仮設トイレ用配管構造の説明においては、第3の実施の形態に係る仮設トイレ用配管構造24の構成と同一の構成には、第3の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a plumbing structure for a temporary toilet according to a sixth embodiment will be described with reference to FIG. FIG. 8 is a longitudinal sectional view of a temporary toilet piping structure according to a sixth embodiment. In the description of the temporary toilet piping structure according to the sixth embodiment, the same configuration as the temporary toilet piping structure 24 according to the third embodiment is used in the third embodiment. Description will be given with the same reference numerals as those used previously.

第6の実施の形態に係る仮設トイレ用配管構造は、排水横管4に内装された流出管7の上流側端部に斜めに配置されている弁8cの周囲に流出管7の中間の高さまで邪魔板(または部材)32を配置したものである。このような構成とすることにより排水横管4内に突出している流出管7の上流側端部の周囲に夾雑物が堆積することを防止することができる。 The plumbing structure for a temporary toilet according to the sixth embodiment has an intermediate height of the outflow pipe 7 around the valve 8c obliquely arranged at the upstream end of the outflow pipe 7 installed in the horizontal drainage pipe 4. The baffle plate (or member) 32 is arranged up to . By adopting such a configuration, it is possible to prevent contaminants from accumulating around the upstream end of the outflow pipe 7 protruding into the horizontal drainage pipe 4 .

次に図9及び図10を参照して第7の実施の形態に係る仮設トイレ用配管部材について説明する。図9は第7の実施の形態に係る仮設トイレ用配管部材を備える仮設トイレ用配管構造の縦断面図であり、図10は実施の形態に係る仮設トイレ用配管部材の縦断面図である。なお第7の実施の形態に係る仮設トイレ用配管部材の説明においては、第1の実施の形態に係る仮設トイレ用配管構造2の構成と同一の構成には、第1の実施の形態で用いたのと同一の符号を付して説明を行う。 Next, a temporary toilet piping member according to a seventh embodiment will be described with reference to FIGS. 9 and 10. FIG. FIG. 9 is a longitudinal sectional view of a temporary toilet piping structure provided with a temporary toilet piping member according to a seventh embodiment, and FIG. 10 is a longitudinal sectional view of the temporary toilet piping member according to the embodiment. In the description of the temporary toilet piping member according to the seventh embodiment, the same configuration as the temporary toilet piping structure 2 according to the first embodiment is the same as that used in the first embodiment. Description will be given with the same reference numerals as those used previously.

図9及び図10に示す仮設トイレ用配管部材28は、排水横管4の下流側端部が内装されて接続される排水横管接続部28aと、下水管に接続される流出管7が外装されて接続され、排水横管接続部28aに内装された流出管接続部28bと、排水横管接続部28aの下流側端部に形成された立ち上がり管部28c、立ち上がり管部28cの上部開口を閉塞する蓋28dとを備えている。また仮設トイレ用配管部材28は、流出管接続部28bの上流側端部に設けられた弁開閉機構8と、流出管接続部28bの上流側端部近傍に設けられたオーバーフロー管9を備えている。 The temporary toilet piping member 28 shown in FIGS. 9 and 10 has a horizontal drainage pipe connection portion 28a to which the downstream end of the horizontal drainage pipe 4 is internally connected and connected, and an outflow pipe 7 connected to the sewage pipe. The outflow pipe connection portion 28b which is connected to the horizontal drainage pipe connection portion 28a, the riser pipe portion 28c formed at the downstream end of the horizontal drainage pipe connection portion 28a, and the upper opening of the riser pipe portion 28c. and a closing lid 28d. The temporary toilet piping member 28 includes a valve opening/closing mechanism 8 provided at the upstream end of the outflow pipe connection portion 28b, and an overflow pipe 9 provided near the upstream end of the outflow pipe connection portion 28b. there is

本実施の形態に係る仮設トイレ用配管部材によれば、排水横管接続部28a内に流出管接続部28bを内装し弁開閉機構8を設けた部分を別部材とすることで、部材の保管、輸送、搬入が容易で且つ、現場での施工も簡便になる。 According to the temporary toilet piping member according to the present embodiment, the portion where the outflow pipe connection portion 28b is installed in the drainage horizontal pipe connection portion 28a and the valve opening and closing mechanism 8 is provided is a separate member, so that the member can be stored. , transport and carry-in are easy, and on-site construction is also simple.

なお仮設トイレ用配管部材28においても、仮設トイレ用配管部材28の流出管接続部28bの上流側端部に設置されている弁開閉機構8を構成する弁8aを、第3の実施の形態と同様に上流側端部の下部に対して上部が下流側に位置する斜め形状を有する流出管接続部28bの上流側端部に設置する弁8cに変更してもよい。 Also in the temporary toilet piping member 28, the valve 8a constituting the valve opening/closing mechanism 8 installed at the upstream end of the outflow pipe connecting portion 28b of the temporary toilet piping member 28 is the same as that of the third embodiment. Similarly, the valve 8c may be changed to a valve 8c installed at the upstream end of the outflow pipe connecting portion 28b having an oblique shape in which the upper portion is positioned downstream with respect to the lower portion of the upstream end.

また仮設トイレ用配管部材28の流出管接続部28bの上流側端部の止水構造を第4の実施の形態と同様に、流出管接続部28bの上流側端部7aの略上半分は、上流側端面にパッキン等の止水構造7bを備え、流出管接続部28bの上流側端部7aの略下半分は、流出管接続部28bの内周面にパッキン等の止水構造7cを備えるようにしてもよい。 Further, the upstream end portion of the outflow pipe connection portion 28b of the temporary toilet pipe member 28 has a water cutoff structure similar to that of the fourth embodiment. A water stop structure 7b such as a packing is provided on the upstream end surface, and a water stop structure 7c such as a packing is provided on the inner peripheral surface of the outflow pipe connection portion 28b in substantially the lower half of the upstream end portion 7a of the outflow pipe connection portion 28b. You may do so.

更に第5及び第6の実施の形態と同様に、排水横管接続部28aに内装された流出管接続部28bの上流側端部に斜めに配置される弁8cの周囲にオーバーフロー管9の上端部の高さまで、または流出管接続部28bの中間の高さまで邪魔板(または部材)を配置するようにしてもよい。 Furthermore, as in the fifth and sixth embodiments, the upper end of the overflow pipe 9 is placed around the valve 8c obliquely arranged at the upstream end of the outflow pipe connection portion 28b which is installed in the horizontal drainage pipe connection portion 28a. The baffle plate (or member) may be arranged up to the height of the outflow pipe connection portion 28b or up to the middle height of the outflow pipe connection portion 28b.

なお上述の実施の形態に係る仮設トイレ用配管構造においては、ゲート式の弁を有する弁開閉機構を備えているが、弁の方式はゲート式の弁に限定されるものではなく、ボールバルブなどの方式の弁を用いてもよい。 The temporary toilet piping structure according to the above-described embodiment includes a valve opening/closing mechanism having a gate-type valve, but the valve system is not limited to a gate-type valve, and may be a ball valve or the like. A valve of the type may be used.

また弁開閉ハンドル8bが位置している立上がり管6は、弁の交換などのメンテナンス性を考慮し、弁の外寸よりも大きな内径の立上がり管を用いることが望ましい。 Also, for the riser pipe 6 on which the valve opening/closing handle 8b is located, it is desirable to use a riser pipe having an inner diameter larger than the outer dimension of the valve, considering maintenance such as replacement of the valve.

2,22,24,26…仮設トイレ用配管構造、3…地表面、4…排水横管、5…縦管、6…立ち上がり管、7…流出管、8…弁開閉機構、9…オーバーフロー管、10…自在受け口サドル、11…防護蓋、22…マンホール、28…仮設トイレ用配管部材、28a…排水横管接続部、28b…流出管接続部 2, 22, 24, 26... Piping structure for temporary toilet, 3... Ground surface, 4... Horizontal drainage pipe, 5... Vertical pipe, 6... Rise pipe, 7... Outflow pipe, 8... Valve opening/closing mechanism, 9... Overflow pipe , 10... universal receptacle saddle, 11... protective cover, 22... manhole, 28... plumbing member for temporary toilet, 28a... horizontal drainage pipe connection, 28b... outflow pipe connection

Claims (4)

地中において横方向に埋設された排水横管の下流側端部が接続される排水横管接続部と、
下水管に接続される流出管が接続され、前記排水横管接続部に内装された流出管接続部と、
前記流出管接続部の上流側端部に設けられた弁開閉機構と、
を備えることを特徴とする仮設トイレ用配管部材。
a horizontal drainage pipe connecting portion to which a downstream end of a horizontal drainage pipe buried in the ground is connected;
an outflow pipe connecting portion, to which an outflow pipe connected to a sewage pipe is connected, and which is installed in the horizontal drainage pipe connecting portion;
a valve opening/closing mechanism provided at the upstream end of the outflow pipe connection;
A plumbing member for a temporary toilet, comprising:
前記流出管接続部の上流側端部は、下部に対して上部が下流側に位置する斜め形状を有することを特徴とする請求項1記載の仮設トイレ用配管部材。 2. The plumbing member for a temporary toilet according to claim 1 , wherein the upstream end portion of the outflow pipe connecting portion has an oblique shape in which the upper portion is positioned downstream with respect to the lower portion. 前記流出管接続部の上流側は、下部側の内周面に止水構造を備えることを特徴とする請求項2記載の仮設トイレ用配管部材。 3. The plumbing member for a temporary toilet according to claim 2 , wherein the upstream side of the outflow pipe connecting portion is provided with a water stop structure on the inner peripheral surface of the lower side. 前記流出管接続部の上流側端部の周囲に邪魔板を備えることを特徴とする請求項1~3の何れか一項に記載の仮設トイレ用配管部材。 The plumbing member for a temporary toilet according to any one of claims 1 to 3, wherein a baffle plate is provided around the upstream end of the outflow pipe connecting portion.
JP2017205144A 2017-10-24 2017-10-24 Plumbing material for temporary toilets Active JP7252706B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017205144A JP7252706B2 (en) 2017-10-24 2017-10-24 Plumbing material for temporary toilets

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017205144A JP7252706B2 (en) 2017-10-24 2017-10-24 Plumbing material for temporary toilets

Publications (2)

Publication Number Publication Date
JP2019078050A JP2019078050A (en) 2019-05-23
JP7252706B2 true JP7252706B2 (en) 2023-04-05

Family

ID=66627423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017205144A Active JP7252706B2 (en) 2017-10-24 2017-10-24 Plumbing material for temporary toilets

Country Status (1)

Country Link
JP (1) JP7252706B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6956451B2 (en) * 2019-04-16 2021-11-02 株式会社大一商会 Pachinko machine

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291658A (en) 2006-04-24 2007-11-08 Daika Polymer Kk Piping device for temporary toilet
JP2015040387A (en) 2013-08-20 2015-03-02 積水化学工業株式会社 Piping unit for temporary toilet installation
JP2015183350A (en) 2014-03-20 2015-10-22 積水化学工業株式会社 temporary toilet system

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4171853A (en) * 1977-07-15 1979-10-23 Burton Mechanical Contractors Vacuum operated sewerage system
JPH0830352B2 (en) * 1993-04-30 1996-03-27 株式会社クボタ Drainage fitting pipe
JPH09235775A (en) * 1996-03-01 1997-09-09 Sekisui Chem Co Ltd Drainage pit

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291658A (en) 2006-04-24 2007-11-08 Daika Polymer Kk Piping device for temporary toilet
JP2015040387A (en) 2013-08-20 2015-03-02 積水化学工業株式会社 Piping unit for temporary toilet installation
JP2015183350A (en) 2014-03-20 2015-10-22 積水化学工業株式会社 temporary toilet system

Also Published As

Publication number Publication date
JP2019078050A (en) 2019-05-23

Similar Documents

Publication Publication Date Title
JP4849945B2 (en) Temporary toilet piping equipment
JP5613884B2 (en) Overflow device
JP6085135B2 (en) Drainage system for buildings and drainage basin used therefor
JP2005214007A (en) Drainage facility in building
JP7252706B2 (en) Plumbing material for temporary toilets
JP2015098762A (en) Waste water discharge system
JP2017020316A (en) Sewage basin and temporary toilet system
JP6040201B2 (en) Floor drain funnel
JP6333526B2 (en) Piping unit for temporary toilet installation
JP5997997B2 (en) Building drainage system
US1007463A (en) Plumbing structure.
JP2018205269A (en) Water level gage, temporary toilet system and dirt conveyance method
JP2019078049A (en) Temporary toilet piping system
JP2017179824A (en) Toilet system
JP6688541B2 (en) Drain trap, interceptor with drain trap
JP6959059B2 (en) Temporary toilet fittings
JP5514481B2 (en) Backflow prevention structure
JP4907640B2 (en) Drainage pipe fitting device
KR101069882B1 (en) Manhole having pipe connection part to prevent roadsink and water sealing
JP2014119111A (en) Lower vent valve for drainage
CN217267953U (en) Odour seal for drainage floor drain
JP6230905B2 (en) Radioactive material handling indoor drainage equipment
JP7463122B2 (en) Manhole Toilet System
JP2564241Y2 (en) Manholes and buried pipes
JP5279688B2 (en) Manhole cover

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200910

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210914

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20211109

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220315

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20220809

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20221108

C60 Trial request (containing other claim documents, opposition documents)

Free format text: JAPANESE INTERMEDIATE CODE: C60

Effective date: 20221108

C11 Written invitation by the commissioner to file amendments

Free format text: JAPANESE INTERMEDIATE CODE: C11

Effective date: 20221122

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20221213

C21 Notice of transfer of a case for reconsideration by examiners before appeal proceedings

Free format text: JAPANESE INTERMEDIATE CODE: C21

Effective date: 20221220

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230228

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230324

R151 Written notification of patent or utility model registration

Ref document number: 7252706

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151