CN105908778A - Comprehensive pipe rack for corrugated spiral pipe structure - Google Patents

Comprehensive pipe rack for corrugated spiral pipe structure Download PDF

Info

Publication number
CN105908778A
CN105908778A CN201610459082.5A CN201610459082A CN105908778A CN 105908778 A CN105908778 A CN 105908778A CN 201610459082 A CN201610459082 A CN 201610459082A CN 105908778 A CN105908778 A CN 105908778A
Authority
CN
China
Prior art keywords
helical bellows
pipe rack
pipe gallery
comprehensive pipe
corrugated spiral
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.)
Pending
Application number
CN201610459082.5A
Other languages
Chinese (zh)
Inventor
梁养辉
李祝龙
王军瑞
王佐
张博
刘百来
胡滨
闫大江
付玲玲
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.)
CCCC First Highway Consultants Co Ltd
Xian University of Technology
Xian Technological University
Original Assignee
CCCC First Highway Consultants Co Ltd
Xian Technological University
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 CCCC First Highway Consultants Co Ltd, Xian Technological University filed Critical CCCC First Highway Consultants Co Ltd
Priority to CN201610459082.5A priority Critical patent/CN105908778A/en
Publication of CN105908778A publication Critical patent/CN105908778A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

The invention relates to a comprehensive pipe rack for a corrugated spiral pipe structure. A conventional reinforced concrete and masonry body structure comprehensive pipe rack is relatively complex in design and construction. The comprehensive pipe rack is formed by splicing multiple joints of spiral corrugated pipes, and the splicing manner includes pipe hoop butt joint and flange connection. One time of seaming is conducted on the spiral corrugated pipes every other 6-9 threads, and the inner walls and the outer walls of the spiral corrugated pipes are coated with insulating and anticorrosive material layers. The comprehensive pipe rack can be applied to road and railway bridges and culverts and can completely replace a reinforced concrete structure due to the beneficial effects of the good durance, the stable structure, the attractive appearance, the short construction period and the like, in addition, the applicability of the comprehensive pipe rack is high, the common fault that a concrete structure cracks cannot happen, the beneficial effects of the good seismic performance and the like can also be brought into full play, and the development prospect is very wide.

Description

Corrugated spiral tube structure pipe gallery
Technical field
The present invention relates to road traffic construction technique field, be specifically related to a kind of corrugated spiral tube structure pipe gallery.
Background technology
City integrated piping lane is at some country also referred to as common trench, under road, i.e. build a underground gallery, by the most included for the various pipelines such as communication, the various cable of electric power and plumbing, heat supply, supply, and the facilities such as special maintenance and vent are set, unified implementation management, saves the earth excavation that pipeline self is independent, can more effectively utilize Underground Space Resource, avoid that urban road is zippered repeatedly to be excavated and backfill, reduce the impact on urban transportation.
But the cost put into due to the pipe gallery initial stage is much higher compared to for the most separately laying, and safeguard based on management and maintenance needs, it is generally required to be provided for the passage of maintenance wherein, according to code requirement, its channel width is not preferably less than 0.7-1.0 rice, it is relatively big that this results in the pipe gallery civil engineering scale of construction, and cost is high, which also limits its popularization and application.Currently use most be the pipe gallery of reinforced concrete structure, usual prefabricated construction, transport etc. is cumbersome, and volume is bigger installs inconvenience, and globality is poor, and speed of application is relatively slow, and investment is relatively big, the most therefore slow down the promotion rate of city integrated piping lane.
Summary of the invention
It is an object of the invention to provide a kind of corrugated spiral tube structure pipe gallery, the piping lane of reinforced concrete structure is replaced with helical fissure structure composition piping lane, preferably to play the advantage of steel construction, reduce the cost of pipe gallery, reduce environmental pollution, it is pushed further into the application of city integrated piping lane, accelerates urban infrastructure construction.
The technical solution adopted in the present invention is:
Corrugated spiral tube structure pipe gallery, it is characterised in that:
Being made up of the splicing of more piece helical bellows, connecting method includes pipe collar docking and Flange joint;
Helical bellows carries out a seaming every 6-9 screw thread;
Helical bellows inside and outside wall is coated with insulating corrosion material layer.
It is reserved with maintenance and vent on helical bellows, is arranged at corner and the fork of pipe gallery.
The thickness of helical bellows is 3mm-10mm.
At the occlusion of helical bellows and seam crossing is coated with waterproof sealing inorganic agent.
Casting concrete layer bottom helical bellows.
Pipe collar is that 1 hoop of hoop connects or the connection of multi-disc hoop, and pipe collar and helical bellows have identical waveform.
The invention have the advantages that
The present invention solve conventional rebar concrete and the design of masonry marshalling structure, construct cumbersome and from the longer technical problem of excavation of foundation pit to the required duration that is open to traffic.Helical fissure steel-tube construction has been successfully applied in highway, railway bridges and culverts, the advantages such as its good endurance, Stability Analysis of Structures, handsome in appearance, short construction period can substitute for reinforced concrete structure completely, and it is adaptable, do not have the common fault of concrete structure crack, the advantages such as anti-seismic performance is good can also be not fully exerted, and development prospect is boundless.
Accompanying drawing explanation
Fig. 1 is the pipe gallery sectional schematic diagram of this structure.
Fig. 2 is the seaming mode schematic diagram of helical bellows.
Fig. 3 is the seaming drawing of helical bellows
Fig. 4 is that pipe collar connects drawing.
Fig. 5 is Flange joint schematic diagram between helical bellows tube coupling.
Fig. 6 is connecting bolt drawing.
In figure, 1-helical bellows, 2-insulating corrosion material layer, 3-waterproof sealing inorganic agent, 4-steel corrugated plating, 5-pipe collar, 6-flange, 7-bolt.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the present invention will be described in detail.
A kind of corrugated spiral tube structure pipe gallery that the present invention relates to, is made up of more piece helical bellows 1 splicing, and helical bellows 1 carries out a seaming every 6-9 screw thread, as shown in Figure 3.The connecting method of more piece helical bellows 1 includes that pipe collar 5 docking and flange 6 connect, and assembles, form gallery main body, casting concrete layer bottom helical bellows 1 in the foundation ditch dug.Helical bellows 1 inside and outside wall is coated with insulating corrosion material layer 2, it is possible to ensure use quality and the use time of comprehensive gallery.The thickness of helical bellows 1 is 3mm-10mm.At the occlusion of helical bellows 1 and seam crossing is coated with waterproof sealing inorganic agent.
Maintenance and vent it is reserved with on helical bellows 1, it is arranged at corner and the fork of pipe gallery, so that normal can carry out in pipeline when using when good ventilation and final-period management maintenance staff can inlet and outlet piping easily, overhaul and ventilate general the most shared one.
When using pipe collar 5 to dock, pipe collar 5 is that 1 hoop of hoop connects or the connection of multi-disc hoop, and pipe collar 5 and helical bellows are had identical waveform, connected by the bolt 7 arranged on pipe collar 5.
When using flange 6 to dock, the bolt 7 being arranged circumferentially by flange 6 is connected.
Present disclosure is not limited to cited by embodiment, and the conversion of any equivalence that technical solution of the present invention is taked by those of ordinary skill in the art by reading description of the invention, the claim being the present invention is contained.

Claims (6)

1. corrugated spiral tube structure pipe gallery, it is characterised in that:
Being made up of more piece helical bellows (1) splicing, connecting method includes that pipe collar (5) docking and flange (6) connect;
Helical bellows (1) carries out a seaming every 6-9 screw thread;
Helical bellows (1) inside and outside wall is coated with insulating corrosion material layer (2).
Corrugated spiral tube structure pipe gallery the most according to claim 1, it is characterised in that:
It is reserved with maintenance and vent on helical bellows (1), is arranged at corner and the fork of pipe gallery.
Corrugated spiral tube structure pipe gallery the most according to claim 1, it is characterised in that:
The thickness of helical bellows (1) is 3mm-10mm.
Corrugated spiral tube structure pipe gallery the most according to claim 1, it is characterised in that:
At the occlusion of helical bellows (1) and seam crossing is coated with waterproof sealing inorganic agent.
Corrugated spiral tube structure pipe gallery the most according to claim 1, it is characterised in that:
Helical bellows (1) bottom casting concrete layer.
Corrugated spiral tube structure pipe gallery the most according to claim 1, it is characterised in that:
Pipe collar (5) is that 1 hoop of hoop connects or the connection of multi-disc hoop, and pipe collar (5) and helical bellows have identical waveform.
CN201610459082.5A 2016-06-23 2016-06-23 Comprehensive pipe rack for corrugated spiral pipe structure Pending CN105908778A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610459082.5A CN105908778A (en) 2016-06-23 2016-06-23 Comprehensive pipe rack for corrugated spiral pipe structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610459082.5A CN105908778A (en) 2016-06-23 2016-06-23 Comprehensive pipe rack for corrugated spiral pipe structure

Publications (1)

Publication Number Publication Date
CN105908778A true CN105908778A (en) 2016-08-31

Family

ID=56759344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610459082.5A Pending CN105908778A (en) 2016-06-23 2016-06-23 Comprehensive pipe rack for corrugated spiral pipe structure

Country Status (1)

Country Link
CN (1) CN105908778A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110258295A (en) * 2019-07-17 2019-09-20 黑龙江大千环保科技有限公司 A kind of emergency bridge based on bellows
CN110318420A (en) * 2019-06-28 2019-10-11 中国五冶集团有限公司 A kind of prefabricated assembled underground pipe gallery

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201032004Y (en) * 2007-01-04 2008-03-05 陈鸣 Helical corrugation steel pipe with corrosion protection coating
CN201521720U (en) * 2009-11-10 2010-07-07 黑龙江大千环保科技有限公司 Galvanizing spiral steel pipe and galvanizing spiral steel pipe connecting hoop
KR101029311B1 (en) * 2009-01-22 2011-04-13 대지종건(주) Non-excavation laying method for pipeline and tunnel using temporary composite pipe
CN102102344A (en) * 2011-01-28 2011-06-22 中铁十七局集团第四工程有限公司 Method for quickly assembling assembled corrugated culvert
CN103672207A (en) * 2012-09-12 2014-03-26 上海邦奥新材料股份有限公司 Plastic coating snapping spiral corrugated steel pipe
CN204491666U (en) * 2015-03-06 2015-07-22 衡水益通金属制品有限责任公司 A kind of steel corrugated sheet Urban Underground pipe gallery
CN105064400A (en) * 2015-07-24 2015-11-18 中交第一公路勘察设计研究院有限公司 Urban comprehensive pipe rack of steel corrugated plate structure
CN204898721U (en) * 2015-08-31 2015-12-23 三峡大学 Steel construction city utility tunnel
CN206034484U (en) * 2016-06-23 2017-03-22 中交第一公路勘察设计研究院有限公司 Corrugate spiral pipe structure utility tunnel

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201032004Y (en) * 2007-01-04 2008-03-05 陈鸣 Helical corrugation steel pipe with corrosion protection coating
KR101029311B1 (en) * 2009-01-22 2011-04-13 대지종건(주) Non-excavation laying method for pipeline and tunnel using temporary composite pipe
CN201521720U (en) * 2009-11-10 2010-07-07 黑龙江大千环保科技有限公司 Galvanizing spiral steel pipe and galvanizing spiral steel pipe connecting hoop
CN102102344A (en) * 2011-01-28 2011-06-22 中铁十七局集团第四工程有限公司 Method for quickly assembling assembled corrugated culvert
CN103672207A (en) * 2012-09-12 2014-03-26 上海邦奥新材料股份有限公司 Plastic coating snapping spiral corrugated steel pipe
CN204491666U (en) * 2015-03-06 2015-07-22 衡水益通金属制品有限责任公司 A kind of steel corrugated sheet Urban Underground pipe gallery
CN105064400A (en) * 2015-07-24 2015-11-18 中交第一公路勘察设计研究院有限公司 Urban comprehensive pipe rack of steel corrugated plate structure
CN204898721U (en) * 2015-08-31 2015-12-23 三峡大学 Steel construction city utility tunnel
CN206034484U (en) * 2016-06-23 2017-03-22 中交第一公路勘察设计研究院有限公司 Corrugate spiral pipe structure utility tunnel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318420A (en) * 2019-06-28 2019-10-11 中国五冶集团有限公司 A kind of prefabricated assembled underground pipe gallery
CN110318420B (en) * 2019-06-28 2024-04-09 中国五冶集团有限公司 Prefabricated assembled underground utility tunnel
CN110258295A (en) * 2019-07-17 2019-09-20 黑龙江大千环保科技有限公司 A kind of emergency bridge based on bellows

Similar Documents

Publication Publication Date Title
CN202969415U (en) Multifunctional assembled comprehensive pipe gallery
CN204898721U (en) Steel construction city utility tunnel
CN105064400A (en) Urban comprehensive pipe rack of steel corrugated plate structure
WO2017071110A1 (en) Assembled-type underground pipe gallery
WO2016058275A1 (en) Underground steel-concrete structure pipeline with spiral composite reinforcement ring on inner wall thereof and manufacturing method thereof
CN202170515U (en) Prefabricated assembling composite pipe line with U-shaped section
CN202884378U (en) Steel composite anti-corrosion pipe
WO2017071113A1 (en) Cement-soil mixing pile protected underground pipe gallery
CN206268618U (en) Pipeline support frame used in comprehensive pipe gallery and external member thereof
CN106337436A (en) Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method
CN101532386B (en) Method and device for underpinning antifriction separator for shallow underground space construction
CN201795223U (en) Internal repair expansion device for pipeline cracking
CN207700222U (en) A kind of municipal underground pipeline lane
CN103362517A (en) Assembled jacking pipe
WO2017071111A1 (en) Underground pipe gallery protection structure
CN105908778A (en) Comprehensive pipe rack for corrugated spiral pipe structure
CN102619521B (en) Construction method for vertical shaft bedrock section wall structure
CN204312088U (en) A kind of pin-connected panel push pipe tunnel segment structure
CN206873491U (en) A kind of assembled piping lane
CN205894103U (en) Prefabricated parabola type utility tunnel
CN205839796U (en) Utility tunnel internode connection structure
CN206034485U (en) Corrugate ring pipe structure utility tunnel
CN202324155U (en) Adjustable corrugated prestress anti-pollution drainage culvert
CN202247718U (en) Multifunctional corrugated prestressed deformation-resistance roadbed culvert pipe
CN208136954U (en) Precast splice type Pipe rack

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20160831

RJ01 Rejection of invention patent application after publication