CN2372378Y - By-pass vertical pipe drainage device - Google Patents

By-pass vertical pipe drainage device Download PDF

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Publication number
CN2372378Y
CN2372378Y CN 99234673 CN99234673U CN2372378Y CN 2372378 Y CN2372378 Y CN 2372378Y CN 99234673 CN99234673 CN 99234673 CN 99234673 U CN99234673 U CN 99234673U CN 2372378 Y CN2372378 Y CN 2372378Y
Authority
CN
China
Prior art keywords
vertical pipe
pipe
soil stack
pass
building
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.)
Expired - Fee Related
Application number
CN 99234673
Other languages
Chinese (zh)
Inventor
王绪吉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 99234673 priority Critical patent/CN2372378Y/en
Application granted granted Critical
Publication of CN2372378Y publication Critical patent/CN2372378Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a by-pass vertical pipe drainage device, which is mainly composed of a drainage vertical pipe, a horizontal pipe and a by-pass pipe, wherein communicating interfaces which are opened to each layer of a building are arranged on the vertical pipe. The by-pass pipe is connected to the vertical pipe and is arranged on a proper position between the interface of the first floor of the building and the lowest end of the vertical pipe. The problems that the clogged lower end of a main drainage pipeline causes the residents to suffer from disasters, etc. can be better solved by the utility model.

Description

Bypass type standpipe dewatering installation
The utility model belongs to the building trade water supply and drainage mechanism, main here vial road dewatering installation.
The building water drain line clogging, resident family suffers its evil, always is a headachy problem, and people have taked many measures for this reason, and are all unsatisfactory.As: there is the people that the first floor drainage pipe is set up separately, though can alleviate the hardship of first floor resident family drainage pipe obstruction like this, if the standpipe (trunk line) in the dewatering installation stops up, sewage will overflow from two floors, this not only two floor resident families be injured, the roof of first floor will be injured simultaneously.
The purpose of this utility model provides a kind of bypass type standpipe dewatering installation, with the generation that addresses the above problem.Make the user avoid its evil.
This purpose realizes with following technical proposal: this bypass type standpipe dewatering installation, comprise the connection interface that leads to every floor room is arranged on soil stack, the soil stack, soil stack is connected to dewatering horizontal tube by bend pipe bottom, and be provided with on one side on one section standpipe between the interface to being communicated with of first floor building in the junction of bend pipe and soil stack and connect mouth, and be connected with by-pass line.
The appropriate location increase of the utility model on its soil stack (trunk line) is provided with another road drainage pipe (being by-pass line), when corner, gutter lower end (generally all herein) is stopped up, water level rises to the by-pass line entrance, sewage will be discharged from by-pass line, and can not bring disaster to first floor resident family, make resident family avoid its evil.
Following accompanying drawing has provided embodiment of the present utility model.
Fig. 1 is the utility model syndeton schematic diagram.
Fig. 2 is the utility model scheme of installation.
As shown in Figure 1: this bypass type standpipe dewatering installation, have the connection interface 2 that leads to every floor room is arranged on soil stack (person in charge) 1, the soil stack, soil stack is connected with dewatering horizontal tube 3 by bend pipe 4 bottom, and bend pipe and soil stack junction to the standpipe that is communicated with between the interface 2 of first floor building is provided with a bypass interface 5.As shown in Figure 2: the appropriate location is determined in being provided with according to the actual conditions of building constructions of this interface, and building is if there is basement, and the bypass interface can be arranged in the basement; If there is not basement just the bypass interface to be arranged on below ground.Be connected to by-pass line 6 on the bypass interface, a little soakaway pit 7 can be set at the end of by-pass line.
Bypass type standpipe dewatering installation in use, draining at ordinary times (sewage or waste water) will be discharged from trunk line, in line to cesspit 8, by-pass line is inoperative; Stop up when standpipe (trunk line) corner (generally all herein), water level rises to the by-pass line entrance, and sewage will begin to discharge from by-pass line, can not bring disaster to one deck building resident family.At this moment sewage overflows from little soakaway pit, illustrates that the drain header road stops up, and reminds resident family in time to dredge.

Claims (1)

1, a kind of bypass type standpipe dewatering installation, comprise the connection interface (2) that leads to every floor room is arranged on soil stack (1), the soil stack, soil stack is connected to dewatering horizontal tube (3) by bend pipe (4) bottom, it is characterized in that in bend pipe and soil stack junction being provided with on the standpipe between the interface (2) and connect mouthful (5) on one side, and be connected with by-pass line (6) to being communicated with of first floor building.
CN 99234673 1999-06-02 1999-06-02 By-pass vertical pipe drainage device Expired - Fee Related CN2372378Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 99234673 CN2372378Y (en) 1999-06-02 1999-06-02 By-pass vertical pipe drainage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 99234673 CN2372378Y (en) 1999-06-02 1999-06-02 By-pass vertical pipe drainage device

Publications (1)

Publication Number Publication Date
CN2372378Y true CN2372378Y (en) 2000-04-05

Family

ID=34022783

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 99234673 Expired - Fee Related CN2372378Y (en) 1999-06-02 1999-06-02 By-pass vertical pipe drainage device

Country Status (1)

Country Link
CN (1) CN2372378Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526818A (en) * 2013-10-25 2014-01-22 浙江光普太阳能科技有限公司 Wastewater discharge system for texturing equipment
CN111336988A (en) * 2020-04-02 2020-06-26 南京南瑞水利水电科技有限公司 Double-drainage loop water pipe type settlement meter
CN112900584A (en) * 2021-03-09 2021-06-04 宁文 Novel sewer line structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526818A (en) * 2013-10-25 2014-01-22 浙江光普太阳能科技有限公司 Wastewater discharge system for texturing equipment
CN111336988A (en) * 2020-04-02 2020-06-26 南京南瑞水利水电科技有限公司 Double-drainage loop water pipe type settlement meter
CN112900584A (en) * 2021-03-09 2021-06-04 宁文 Novel sewer line structure

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee