CN201162227Y - Underground pipe canal - Google Patents

Underground pipe canal Download PDF

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Publication number
CN201162227Y
CN201162227Y CNU2008200047722U CN200820004772U CN201162227Y CN 201162227 Y CN201162227 Y CN 201162227Y CN U2008200047722 U CNU2008200047722 U CN U2008200047722U CN 200820004772 U CN200820004772 U CN 200820004772U CN 201162227 Y CN201162227 Y CN 201162227Y
Authority
CN
China
Prior art keywords
underground pipe
pipe trench
transport channel
water transport
underground
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 - Lifetime
Application number
CNU2008200047722U
Other languages
Chinese (zh)
Inventor
张海宇
梁幸
李兰秀
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.)
International Design Consultants (Shenzhen) Co., Ltd.
Original Assignee
CCDI International Shenzhen Design Consultants 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 CCDI International Shenzhen Design Consultants Co Ltd filed Critical CCDI International Shenzhen Design Consultants Co Ltd
Priority to CNU2008200047722U priority Critical patent/CN201162227Y/en
Application granted granted Critical
Publication of CN201162227Y publication Critical patent/CN201162227Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses an underground pipe channel, relates to the pipeline technology, and aims at resolving the problem that the function of the prior underground pipe channel is single. A waterproof wall that extends along the axial direction of the underground channel is arranged inside the underground pipe channel; the waterproof wall divides the underground pipe channel into two independent passages. The underground pipe channel is mainly used for arranging the electrical and water-supply pipelines and for discharging the water of the building or discharging the ground rain water.

Description

Underground pipe trench
Technical field
The utility model relates to a kind of pipe technology, is specifically related to a kind of underground pipe trench.
Background technology
Building is generally used for laying various pipelines between land used red line (being used to indicate the line of planned land use scope), but because project planning land used scope is less, the words that the pipeline that lays if desired is many especially, also be difficult to all pipelinings appropriately even exceed the pertinent regulations of land use of country, the pipeline maintenance work after this makes and lays is difficulty very.
As shown in Figure 1, existing underground pipe trench comprises the pipe trench body, is provided with well lid between pipe trench body and the ground, and pipeline body is used to lay multiple pipeline.This design has solved the difficult problem of laying the line to a certain extent, but can only be used to lay electric pipeline or the pipeline close with its function, and function singleness is difficult to be used to simultaneously carry living water use, electrical conduits and rain soil pipe.
The utility model content
The utility model provides a kind of underground pipe trench, and this underground pipe trench not only can solve the problem of the difficulty of laying the line but also have discharging rainwater function.
For achieving the above object, the utility model has adopted following technical scheme:
This underground pipe trench comprises the pipe trench body, is provided with the mine dam that extends along underground pipe trench axial direction in the pipe trench body, and described mine dam is divided at least two independently passages with underground pipe trench.
Compared with prior art be provided with the mine dam that extends along underground pipe trench axial direction in the underground pipe trench of the utility model, mine dam is divided at least two independently passages with underground pipe trench, one of them passage is used to lay electric or close function pipeline, and other passages can be used for feedwater piping and lay, discharge rainwater or other functions.Mine dam can avoid being used for the influence to other passage gut lines of rainwater in the passage of draining or moist air stream.So this underground pipe trench not only can solve the problem of the difficulty of laying the line but also have the water supply and draining function.
Description of drawings
Fig. 1 is the cross-sectional configuration schematic diagram of underground pipe trench in the prior art.
Fig. 2 is the cross-sectional configuration schematic diagram of the underground pipe trench of the utility model.
The specific embodiment
Be provided with the mine dam that extends along underground pipe trench axial direction in the underground pipe trench of the utility model in the underground pipe trench, mine dam is divided at least two independently passages with underground pipe trench, one of them passage is used to lay electric or close function pipeline, and other passages can be used for carrying living water use, sewage effluent or other functions.Mine dam can avoid being used for the influence to pipeline of sewage in the passage of draining or moist air stream.
Below in conjunction with accompanying drawing the utility model is further elaborated:
As shown in Figure 2, be provided with a stifled mine dam that extends along underground pipe trench axial direction in this underground pipe trench body 1, mine dam is divided into independently two independently passage 2,3, i.e. water transport channel 2 and electrical path 3 with underground pipe trench.
Be provided with the water service pipe 22 that is used to transmit living water uses such as tap water in the water transport channel 2, and be arranged on the rainwater water inlet pipe 23 of water transport channel 2 tops or sidewall and the chute 21 of water transport channel 2 bottoms, rainwater flows into the water transport channel bottom from rainwater water inlet pipe 23, flows and final discharging in the water transport channel lower space.Feedwater and close function pipelining are in this passage upper space.Residual catchmenting in a small amount of rainwater of chute 21 dischargings or the passage.Among Fig. 2 water transport channel 2 bottoms also be provided with according to the direction of arrow among Fig. 2 descend successively domatic.Electrical path 3 is used to lay various pipelines 31, and for example optical cable, broadband etc. are because mine dam for can bear the mine dam of one-sided water pressure, influence so moist air stream in the water transport channel 2 or rainwater can not constitute the various pipelines in the electrical path 3.
Water transport channel 2 can be made current formula, half current formula or obstructed line according to the actual needs with electrical path 3.The current underground pipe trench of formula also is provided with and highly is not less than 1.8 meters walkway except that channelling, and the staff can enter in the pipeline and make an inspection tour, overhaul and change pipeline.Be used in the place of unsuitable excavated pavement more.Should have when underground pipe trench is longer and ventilate and illumination.In the intensive downtown area of underground utilities, heating line also can also can be provided with the heating line cell separately with current synthetically the descending in the pipe trench that be laid in of other pipelines.Obstructed its size of line buried pipe ditch is only considered the pipeline construction operating condition, and the staff can not enter.This underground pipe trench cross dimension is little, and cost is lower.The half current underground pipe trench of formula is between current underground pipe trench and the underground pipe trench of no thoroughfare, and the walkway size in the underground pipe trench is less, and the staff can only make an inspection tour and simple operations.
Be provided with a plurality of inspection holes that are provided with lid 4 between water transport channel 2 and the ground and between electrical path 3 and the ground, can overhaul various facilities in water transport channel 2 and the electrical path 3 at any time by inspection hole.
The utility model is mainly used in the underground pipe trench of building, municipal administration etc., can concentrate in this underground pipe trench and lay electric, water-supply line and discharging building roofing or ground rainwater.

Claims (8)

1, a kind of underground pipe trench comprises the pipe trench body, it is characterized in that, is provided with the mine dam that extends along underground pipe trench axial direction in this pipe trench body, and described mine dam is divided at least two independently passages with underground pipe trench.
2, underground pipe trench according to claim 1 is characterized in that, the mine dam that is provided with in the described underground pipe trench is one stifled, and described passage is two, is respectively water transport channel and electrical path.
3, underground pipe trench according to claim 2 is characterized in that, is provided with water service pipe in the described water transport channel.
4, underground pipe trench according to claim 2 is characterized in that, the top of described water transport channel or sidewall are provided with the rainwater water inlet pipe, and the bottom of water transport channel is provided with chute.
5, underground pipe trench according to claim 2 is characterized in that: be equipped with inspection hole on described water transport channel and the electrical path.
6, underground pipe trench according to claim 5 is characterized in that, described inspection hole is located between water transport channel and the ground respectively and between electrical path and the ground.
7, underground pipe trench according to claim 5 is characterized in that, described inspection hole is provided with lid or door.
8, underground pipe trench according to claim 2 is characterized in that, described water transport channel and electrical path are current formula, half current formula or obstructed line buried pipe ditch.
CNU2008200047722U 2008-01-29 2008-01-29 Underground pipe canal Expired - Lifetime CN201162227Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200047722U CN201162227Y (en) 2008-01-29 2008-01-29 Underground pipe canal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200047722U CN201162227Y (en) 2008-01-29 2008-01-29 Underground pipe canal

Publications (1)

Publication Number Publication Date
CN201162227Y true CN201162227Y (en) 2008-12-10

Family

ID=40183165

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200047722U Expired - Lifetime CN201162227Y (en) 2008-01-29 2008-01-29 Underground pipe canal

Country Status (1)

Country Link
CN (1) CN201162227Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105696623A (en) * 2016-02-02 2016-06-22 上海市政工程设计研究总院(集团)有限公司 Externally-hung type underground comprehensive pipe rack
CN105782596A (en) * 2016-04-12 2016-07-20 百盛联合建设集团有限公司 Underground comprehensive pipeline
CN105971090A (en) * 2016-06-28 2016-09-28 衡阳市金泓建筑装饰设计有限公司 Sidewalk based integrated pipe network and water storage and drainage system
CN106128283A (en) * 2016-08-15 2016-11-16 江苏建筑职业技术学院 Underground piping vestibule tectonic model and manufacture method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105696623A (en) * 2016-02-02 2016-06-22 上海市政工程设计研究总院(集团)有限公司 Externally-hung type underground comprehensive pipe rack
CN105782596A (en) * 2016-04-12 2016-07-20 百盛联合建设集团有限公司 Underground comprehensive pipeline
CN105971090A (en) * 2016-06-28 2016-09-28 衡阳市金泓建筑装饰设计有限公司 Sidewalk based integrated pipe network and water storage and drainage system
CN105971090B (en) * 2016-06-28 2019-04-02 衡阳市金泓建筑装饰设计有限公司 Pavement comprehensive pipe network and drainage system
CN106128283A (en) * 2016-08-15 2016-11-16 江苏建筑职业技术学院 Underground piping vestibule tectonic model and manufacture method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CCDI INTERNATIONAL DESIGN CONSULTANT (SHENZHEN) CO

Free format text: FORMER NAME: CCDI (SHENZHEN)

CP01 Change in the name or title of a patent holder

Address after: 518033 Guangdong city of Shenzhen province Futian District Fuhua Road No. 98 building five floor of excellence

Patentee after: International Design Consultants (Shenzhen) Co., Ltd.

Address before: 518033 Guangdong city of Shenzhen province Futian District Fuhua Road No. 98 building five floor of excellence

Patentee before: CSCEC International (Shenzhen) Design Consultant Co.,Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20081210