CN203129312U - Brick drainage manhole for rain sewage pipelines - Google Patents

Brick drainage manhole for rain sewage pipelines Download PDF

Info

Publication number
CN203129312U
CN203129312U CN 201320094392 CN201320094392U CN203129312U CN 203129312 U CN203129312 U CN 203129312U CN 201320094392 CN201320094392 CN 201320094392 CN 201320094392 U CN201320094392 U CN 201320094392U CN 203129312 U CN203129312 U CN 203129312U
Authority
CN
China
Prior art keywords
brick
pit shaft
shaft section
rain sewage
drainage manhole
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 201320094392
Other languages
Chinese (zh)
Inventor
刘六艺
王来所
张述毕
缪买和
李强
张宝忠
安一
郭振华
王晓莉
赵国庆
郑顺生
赵青
黎晓开
陈香荣
杨睿
王康
吴志
杨会章
陈广
李曼
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.)
Sinohydro Bureau 14 Co Ltd
Original Assignee
Sinohydro Bureau 14 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 Sinohydro Bureau 14 Co Ltd filed Critical Sinohydro Bureau 14 Co Ltd
Priority to CN 201320094392 priority Critical patent/CN203129312U/en
Application granted granted Critical
Publication of CN203129312U publication Critical patent/CN203129312U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

The utility model relates to a brick drainage manhole for rain sewage pipelines. The brick drainage manhole is composed of an upper shaft section and a lower shaft section, wherein the lower shaft section is connected with a concrete prefabricated pipe, the lower shaft section is a square well, the upper shaft section is in a square shape with a fillet, and the top of the upper shaft section is in a round shape. Compared with conventional round brick manholes, the brick drainage manhole has the advantages that the inspection space for people is increased by 20-30%, and the construction efficiency of the drainage manhole is improved.

Description

A kind of brick drainage inspection well for the rain sewage conduct
Technical field
The utility model relates to municipal administration and civilian installation, specifically is a kind of brick drainage inspection well for the rain sewage conduct.
Background technology
Municipal administration, industry and civilian construction rain sewage conduct engineering, rain soil pipe caliber is that the drainage inspection well of 200~600mm is typically designed to circular brick well.The space is little in the circular brick drainage inspection well well, is unfavorable for that into the people checks in well.In addition, circular brick manhole efficiency of construction is low.
Summary of the invention
The purpose of this utility model is the deficiency that overcomes existing circular brick manhole, the novel brick drainage inspection well that is used for the rain sewage conduct that provide a kind of reasonable in design, easy construction, can increase economic efficiency.
The technical solution of the utility model is: brick manhole pit shaft divides upper semisection and lower semisection, and the pit shaft lower semisection is connected with concrete prefabricated pipe, and the tube lower semisection is square well, and the pit shaft upper semisection is square for the band fillet, and the top of pit shaft upper semisection is circular.
Drainage inspection well of the present utility model is compared with the circular brick manhole of routine, advances the people and checks that the space increases 20%~30%, and efficiency of construction improves 30%~40%.
Description of drawings
Fig. 1 is brick drainage inspection well vertical view of the present utility model.
Fig. 2 is the A-A sectional drawing among Fig. 1.
Fig. 3 is the B-B sectional drawing among Fig. 1.
Fig. 4 is the C-C sectional drawing among Fig. 2.
Fig. 5 is the D-D sectional drawing among Fig. 2.
Fig. 6 is the E-E sectional drawing among Fig. 2.
Among the figure, 1-concrete cushion, 2-concrete prefabricated pipe, 3-pit shaft lower semisection, 4-pit shaft upper semisection, 5-well lid and bearing, 6-concrete walling crib.
The specific embodiment
Outdoor drainage pipe trench groove puts in place by the designing requirement excavation, build the thick C10 concrete cushion 1 of 10cm earlier in the drainage inspection well substrate location, lay concrete prefabricated pipe 2 and the pipe end that drainage inspection well joins in place, build drainage inspection well pit shaft lower semisection 3 then by laying bricks or stones, the pit shaft lower semisection is connected with concrete prefabricated pipe, and the tube lower semisection is square well (cross section is square, and the length of side is 700mm), as shown in Figure 6, highly be 60~80cm.Then build drainage inspection well pit shaft upper semisection 4 by laying bricks or stones, the pit shaft upper semisection is square for the band fillet, as shown in Figure 5, highly is 80~120cm, and the top of pit shaft upper semisection is circular, as shown in Figure 4.When treating that brick pit shaft can load-bearing, well lid (the well lid diameter is 700mm) and bearing 5 are installed, are built C30 concrete walling crib 6 at last.

Claims (3)

1. brick drainage inspection well that is used for the rain sewage conduct, it is characterized in that brick draining inspection is made up of pit shaft upper semisection and pit shaft lower semisection two parts, the pit shaft lower semisection is connected with concrete prefabricated pipe, the tube lower semisection is square well, the pit shaft upper semisection is square for the band fillet, and the top of pit shaft upper semisection is circular.
2. the brick drainage inspection well for the rain sewage conduct according to claim 1 is characterized in that pit shaft lower semisection height is 60~80cm.
3. the brick drainage inspection well for the rain sewage conduct according to claim 1 is characterized in that pit shaft upper semisection height is 80~120cm.
CN 201320094392 2013-03-01 2013-03-01 Brick drainage manhole for rain sewage pipelines Expired - Fee Related CN203129312U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320094392 CN203129312U (en) 2013-03-01 2013-03-01 Brick drainage manhole for rain sewage pipelines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320094392 CN203129312U (en) 2013-03-01 2013-03-01 Brick drainage manhole for rain sewage pipelines

Publications (1)

Publication Number Publication Date
CN203129312U true CN203129312U (en) 2013-08-14

Family

ID=48937305

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320094392 Expired - Fee Related CN203129312U (en) 2013-03-01 2013-03-01 Brick drainage manhole for rain sewage pipelines

Country Status (1)

Country Link
CN (1) CN203129312U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678131A (en) * 2018-07-27 2018-10-19 中国电建集团成都勘测设计研究院有限公司 Porous drainage inspection well

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678131A (en) * 2018-07-27 2018-10-19 中国电建集团成都勘测设计研究院有限公司 Porous drainage inspection well

Similar Documents

Publication Publication Date Title
CN203389471U (en) Ceramic water film dust collector
CN203129312U (en) Brick drainage manhole for rain sewage pipelines
CN201679008U (en) Rigid water drainage device for foundation pit
CN204000919U (en) A kind of novel from drainage type tower-crane foundation structure
CN203530959U (en) High-strength underground diaphragm wall
CN204510291U (en) Reduce pressure under a kind of ultra-deep underground space structure base plate drainage system
CN204418195U (en) There is sealing and the open caisson subtracting heavy function
CN205711787U (en) Armored concrete fiberglass is combined prefabricated box culvert
CN202000463U (en) Prefabricated reinforced concrete drainage inspection well
CN205134332U (en) Municipal administration delivery pipeline hole groove supporting construction
CN211368981U (en) Open pool structure
CN104712000A (en) Pressure reduction and water drainage system under ultra-deep underground space structure bottom plate
CN205135659U (en) A foot supporting construction encircles for controlling tunnel subsides
CN204780507U (en) Drainage garden way
CN202055256U (en) Concentrated water diversion and drainage device for large-area water seepage slope surface
CN203475578U (en) Novel inspection well
CN204677232U (en) The outer discharge structure of a kind of large underground hole lining cutting
CN204781255U (en) Rain sewage detects well
CN206423247U (en) A kind of karst area rainwater utilization drip-irrigation system
CN201738429U (en) Drainage inspection well
CN205369486U (en) Inspection well
CN205135085U (en) Integral structure of chimney and clean water basin and effluent water sump
CN204163178U (en) Push pipe interval combinations manhole
CN201883455U (en) Reinforced concrete prefabricated combined inspection shaft
CN203583521U (en) Constructional engineering well body structure

Legal Events

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

Granted publication date: 20130814

Termination date: 20190301