[go: up one dir, main page]

CN106013260B - Utility tunnel labyrinth seal structure - Google Patents

Utility tunnel labyrinth seal structure Download PDF

Info

Publication number
CN106013260B
CN106013260B CN201610544948.2A CN201610544948A CN106013260B CN 106013260 B CN106013260 B CN 106013260B CN 201610544948 A CN201610544948 A CN 201610544948A CN 106013260 B CN106013260 B CN 106013260B
Authority
CN
China
Prior art keywords
breach
piping lane
sealing
pipe gallery
seal structure
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
CN201610544948.2A
Other languages
Chinese (zh)
Other versions
CN106013260A (en
Inventor
张宗亮
曹以南
吴德新
马仁超
崔稚
余俊阳
王处军
陈琪
贾海波
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.)
PowerChina Kunming Engineering Corp Ltd
Original Assignee
PowerChina Kunming Engineering Corp 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 PowerChina Kunming Engineering Corp Ltd filed Critical PowerChina Kunming Engineering Corp Ltd
Priority to CN201610544948.2A priority Critical patent/CN106013260B/en
Publication of CN106013260A publication Critical patent/CN106013260A/en
Application granted granted Critical
Publication of CN106013260B publication Critical patent/CN106013260B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • 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)
  • 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)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

Utility tunnel labyrinth seal structure relates to municipal construction, especially a change convenience, long service life's utility tunnel boss seal structure. The pipe gallery sealing structure is arranged at the joint of two adjacent pipe galleries and is characterized by comprising notches and sealing elements, wherein the notches are arranged on the end surfaces of two ends of each pipe gallery; the sealing piece comprises a water stopping rubber strip and a metal water stopping strip, the water stopping rubber strip is vertically fixed in the notch, and the metal water stopping strip is horizontally fixed in the notch; the breach of piping lane one end is positive ladder-shaped, and other end breach is the echelonment of falling. The invention utilizes the gaps in the two adjacent sections of pipe galleries to form the grooves, and simultaneously forms the labyrinth water stop structure through the staggered sealing pieces, so that water can only permeate into the pipe gallery when the through cracks bypassing the labyrinth are formed, and the sealing effect is effectively improved.

Description

Pipe gallery labyrinth seal structure
Technical field
It is especially a kind of to change convenient, the pipe gallery boss sealing knot of service life length the present invention relates to urban construction Structure.
Background technology
With the continuous development of Urbanization in China, resources conservation, environment-friendly, energy-saving and emission-reduction new city are established Turn into and instruct Chinese Urbanization and the fundamental state policy of urban sustainable development.Pipe gallery refers to build one in the underground in city Individual tunnel space, the various municipal pipelines such as plumbing, combustion gas, electric power, communication are concentrated into laying.This mode is by various pipeline collection Middle arrangement, facilitate pipeline performance management and plant maintenance, can avoid causing road surface to repeat to excavate due to embedded or maintenance pipeline Caused trouble, and corrosion failure of the soil to pipeline can be avoided, also it is extended so as to the service life of pipeline.
Between the piping lane segmentation of traditional cast-in-place making, using rubber water-proof band connection, the anti-ground of interface of the form is not Uniform settlement ability, waterstop is yielding, or even by drawing crack.The prefabricated city piping lane technology occurred in recent years is quickly grown, But also there is similar sealing problem between tube coupling, just at present, the conventional rubber fastening band interface of piping lane is extremely difficult to use one Century-old index;All it is that rubber fastening band is directly enclosed in joint simultaneously as when pouring, during damage, can not carries out Change.
The content of the invention
It is to be solved by this invention to be exactly between the segmentation of existing piping lane, using rubber water-proof band connection, waterstop is fragile, Change the problem of difficult, there is provided it is convenient that one kind is changed, the pipe gallery labyrinth seal structure of service life length.
The pipe gallery labyrinth seal structure of the present invention, is arranged on the junction of two sections of adjacent piping lanes, and its feature exists Include breach and seal in the structure, breach is arranged on the end face at piping lane both ends, relative after adjacent two sections of piping lanes connection Two breach synthesize a groove, and seal is placed in groove;Seal includes watertight rubber bar and metallic water stop bar, sealing Rubber strip is fixed in breach vertically, and metallic water stop bar is horizontally fixed in breach;The breach of piping lane one end is in just stepped, separately One end breach is in inverted steps shape, and the watertight rubber bar lower semisection of just stepped breach is embedded in inside piping lane, and metallic water stop bar is right Half section is embedded in inside piping lane, and the watertight rubber bar upper semisection of inverted steps shape breach is embedded in inside piping lane, and metallic water stop bar is left Half section is embedded in inside piping lane.
Concrete is also filled with described groove, improves the sealing property of groove.
Described watertight rubber bar is in dumbbell shaped, and both ends are ball structure.
Described metallic water stop bar is in wavy, forms a plurality of sealing line by wave-like top, improves sealing effectiveness.
Adjacent two sections of piping lanes are connected, the breach progress groove set on end face, the seal on two neighboring end face is handed over Mistake is set, and maze-type structure is formed in groove, water could be penetrated into piping lane when only forming the through crack around " labyrinth " Portion, effectively increase sealing effectiveness.
The pipe gallery labyrinth seal structure of the present invention, simple in construction, design science is easy to use, using adjacent Breach in two sections of piping lanes forms groove, while forms labyrinth type water sealing structure by seal staggeredly, is only formed and bypassed Water could be penetrated into inside piping lane during the through crack in " labyrinth ", effectively increase sealing effectiveness.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention.
Wherein, watertight rubber bar 1, metallic water stop bar 2, breach 3, concrete 4.
Embodiment
Embodiment 1:A kind of pipe gallery labyrinth seal structure, it is arranged on the junction of two sections of adjacent piping lanes, the knot Structure includes breach 3 and seal, and breach 3 is arranged on the end face at piping lane both ends, after adjacent two sections of piping lanes connection, relative two Breach 3 synthesizes a groove, and seal is placed in groove;Seal includes watertight rubber bar 1 and metallic water stop bar 2, sealing Rubber strip 1 is fixed in breach 3 vertically, and metallic water stop bar 2 is horizontally fixed in breach 3;The breach 3 of piping lane one end is in positive ladder Shape, other end breach 3 are in inverted steps shape, and the lower semisection of watertight rubber bar 1 of just stepped breach 3 is embedded in inside piping lane, metal Right half section of sealing rod 2 is embedded in inside piping lane, and the upper semisection of watertight rubber bar 1 of inverted steps shape breach 3 is embedded in inside piping lane, gold Left half section of category sealing rod 2 is embedded in inside piping lane.Concrete 4 is also filled with groove, improves the sealing property of groove.Sealing rubber Adhesive tape 1 is in dumbbell shaped, and both ends are ball structure.Metallic water stop bar 2 is in wavy, and a plurality of sealing is formed by wave-like top Line, improve sealing effectiveness.
Adjacent two sections of piping lanes are connected, the progress groove of breach 3 set on end face, the seal on two neighboring end face is handed over Mistake is set, and maze-type structure is formed in groove, water could be penetrated into piping lane when only forming the through crack around " labyrinth " Portion, effectively increase sealing effectiveness.

Claims (4)

1. a kind of pipe gallery labyrinth seal structure, it is arranged on the junction of two sections of adjacent piping lanes, it is characterised in that the knot Structure includes breach(3)And seal, breach(3)It is arranged on the end face at piping lane both ends, it is relative after adjacent two sections of piping lanes connection Two breach(3)A groove is synthesized, seal is placed in groove;Seal includes watertight rubber bar(1)And metallic water stop Bar(2), watertight rubber bar(1)It is fixed on breach vertically(3)It is interior, metallic water stop bar(2)It is horizontally fixed on breach(3)It is interior;Piping lane The breach of one end(3)In just stepped, other end breach(3)In inverted steps shape, just stepped breach(3)Watertight rubber bar (1)Lower semisection is embedded in inside piping lane, metallic water stop bar(2)Right half section is embedded in inside piping lane, inverted steps shape breach(3)Only Water rubber strip(1)Upper semisection is embedded in inside piping lane, metallic water stop bar(2)Left half section is embedded in inside piping lane.
2. pipe gallery labyrinth seal structure as claimed in claim 1, it is characterised in that be also filled with described groove Concrete(4), improve the sealing property of groove.
3. pipe gallery labyrinth seal structure as claimed in claim 1, it is characterised in that described watertight rubber bar(1)It is in Dumbbell shaped, both ends are ball structure.
4. pipe gallery labyrinth seal structure as claimed in claim 1, it is characterised in that described metallic water stop bar(2)It is in It is wavy, a plurality of sealing line is formed by wave-like top, improves sealing effectiveness.
CN201610544948.2A 2016-07-12 2016-07-12 Utility tunnel labyrinth seal structure Active CN106013260B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610544948.2A CN106013260B (en) 2016-07-12 2016-07-12 Utility tunnel labyrinth seal structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610544948.2A CN106013260B (en) 2016-07-12 2016-07-12 Utility tunnel labyrinth seal structure

Publications (2)

Publication Number Publication Date
CN106013260A CN106013260A (en) 2016-10-12
CN106013260B true CN106013260B (en) 2018-03-27

Family

ID=57108594

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610544948.2A Active CN106013260B (en) 2016-07-12 2016-07-12 Utility tunnel labyrinth seal structure

Country Status (1)

Country Link
CN (1) CN106013260B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114682009B (en) * 2022-04-18 2023-11-28 锐垦(上海)环境科技有限公司 Cooler and spark sedimentation box integrated device of dust removal system of aluminum smelting furnace

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4377789B2 (en) * 2004-09-27 2009-12-02 大成建設株式会社 Water stoppage structure and underground structure equipped with it
CN202626847U (en) * 2012-04-24 2012-12-26 王改清 Device for inserting concrete precast utility tunnels
CN204266232U (en) * 2014-11-26 2015-04-15 山东大学 The waterproof treatment structure of pipe trench connecting sewing
CN205329987U (en) * 2016-01-30 2016-06-22 山东天意机械股份有限公司 Self preservation temperature wallboard
CN205839814U (en) * 2016-07-12 2016-12-28 中国电建集团昆明勘测设计研究院有限公司 Utility tunnel labyrinth seal structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4377789B2 (en) * 2004-09-27 2009-12-02 大成建設株式会社 Water stoppage structure and underground structure equipped with it
CN202626847U (en) * 2012-04-24 2012-12-26 王改清 Device for inserting concrete precast utility tunnels
CN204266232U (en) * 2014-11-26 2015-04-15 山东大学 The waterproof treatment structure of pipe trench connecting sewing
CN205329987U (en) * 2016-01-30 2016-06-22 山东天意机械股份有限公司 Self preservation temperature wallboard
CN205839814U (en) * 2016-07-12 2016-12-28 中国电建集团昆明勘测设计研究院有限公司 Utility tunnel labyrinth seal structure

Also Published As

Publication number Publication date
CN106013260A (en) 2016-10-12

Similar Documents

Publication Publication Date Title
CN106049551B (en) Utility tunnel boss seal structure
CN202170515U (en) Prefabricated assembling composite pipe line with U-shaped section
CN103205932B (en) Pile-column bridge anti-freezing system
CN204040062U (en) Prefabricated wedge shape flexible interface assembling piping lane
CN204572061U (en) A kind of tunnel circle draining structure
CN104018858A (en) Novel water stopping structure for tunneling seam in permafrost region
CN206554042U (en) A kind of lining waterproof structure of seepage tunnel
CN203320558U (en) Novel immersed tube type undersea tunnel
CN106013260B (en) Utility tunnel labyrinth seal structure
CN206189457U (en) Piping lane and waterproof node thereof
CN206157786U (en) Compound muscle material anti -floating anchor rod structure of basalt
CN205839796U (en) Utility tunnel internode connection structure
CN204312088U (en) A kind of pin-connected panel push pipe tunnel segment structure
CN203948784U (en) Jacking pipe joints joint waterproofing structure
CN205839814U (en) Utility tunnel labyrinth seal structure
CN207420594U (en) Underground traffic hole concrete anti-seepage structure
CN105971016A (en) Utility tunnel internode connection structure
CN207376648U (en) One kind is used for novel energy underground pipe gallery structure
CN106049552A (en) Utility tunnel internode seal structure
CN205776402U (en) Utility tunnel boss seal structure
CN205714225U (en) A kind of railway culvert, tunnel defect wavy metal culvert pipe liner bracing means
CN209414764U (en) A kind of construction inner lining glass fiber reinforced plastic reinforced plastic composite jack pipe
CN204691791U (en) The waterproof construction of rectangular top pipe
CN204899937U (en) Seam mosaic structure of underground shield tunnel lining segment
CN203160236U (en) Anti-floating anchor rod capable of collecting ground source heat energy

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant