CN106049551B - Utility tunnel boss seal structure - Google Patents
Utility tunnel boss seal structure Download PDFInfo
- Publication number
- CN106049551B CN106049551B CN201610544928.5A CN201610544928A CN106049551B CN 106049551 B CN106049551 B CN 106049551B CN 201610544928 A CN201610544928 A CN 201610544928A CN 106049551 B CN106049551 B CN 106049551B
- Authority
- CN
- China
- Prior art keywords
- sealing
- groove
- piping lane
- seal groove
- rubber
- 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
Links
- 238000007789 sealing Methods 0.000 claims abstract description 69
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 239000011440 grout Substances 0.000 claims description 8
- 230000008602 contraction Effects 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 2
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 230000018109 developmental process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Lining And Supports For Tunnels (AREA)
- Road Paving Structures (AREA)
- Building Environments (AREA)
- Sewage (AREA)
Abstract
Utility tunnel boss seal structure relates to municipal construction, especially a change convenience, long service life's utility tunnel boss seal structure. The sealing structure is arranged at the joint of two adjacent pipe galleries and is characterized by comprising a notch, a sealing element and a sealing groove, wherein the notch is arranged on the end surfaces of two ends of the pipe gallery; after the two adjacent sections of pipe galleries are connected, the two opposite notches form a groove, and the sealing element is placed in the groove; the sealing element comprises contracted rubber and water-swellable rubber, wherein the contracted rubber is rectangular, a hole is formed in the contracted rubber, and the water-swellable rubber is arranged on the upper surface, the lower surface, the left surface and the right surface of the contracted rubber; and concrete is filled in the sealing groove. The sealing element is arranged in the groove, so that the service life of the sealing element is effectively prolonged, the sealing effect is provided through the sealing element and the sealing groove, and the backfill layer is arranged in the sealing groove, so that the sealing effect is ensured.
Description
Technical field
The present invention relates to urban construction, especially a kind of replacement is convenient, pipe gallery boss sealing knot with long service life
Structure.
Background technology
With the continuous development of Urbanization in China, resource-effective, environmental-friendly, energy-saving and emission-reduction new cities are established
Have become the fundamental state policy for instructing Chinese Urbanization and urban sustainable development.Pipe gallery refers to building one in the underground in city
The various municipal pipelines such as plumbing, combustion gas, electric power, communication are concentrated laying by a tunnel space.This mode is by various pipeline collection
Middle arrangement facilitates pipeline performance management and plant maintenance, can avoid causing road surface to repeat to excavate due to embedded or repair pipeline
Caused trouble, and can also be extended to the service life of pipeline to avoid soil to the corrosion failure 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 energy force difference, 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 common 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, when damage, can not carries out
It replaces.
Invention content
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,
Difficult problem is replaced, a kind of replacement convenience, pipe gallery boss sealing structure with long service life are provided.
The pipe gallery boss sealing structure of the present invention, is arranged in the junction of two sections of adjacent piping lanes, it is characterised in that
The structure includes notch, sealing element and seal groove, and notch is arranged on the end face at piping lane both ends, seal groove setting piping lane its
Middle one end, and positioned at the bottom of the gap of the end face;After adjacent two sections of piping lanes connection, opposite two notches synthesize a groove,
Sealing element is placed in groove;The sealing element includes shrinking rubber and hydro-expansive rubber, and contraction rubber is rectangular, inside setting
Hole, hydro-expansive rubber are arranged on four, the upper and lower, left and right face for shrinking rubber;Fill concrete in seal groove.
It is provided with embedded board, other end built-in metal in the piping lane wherein vertical inner wall of the seal groove of one end setting
Sealing rod, the metallic water stop section are in wavy, and half is embedded in piping lane, another semi-convex piping lane end face, two sections of piping lanes
When connection, one end that first segment piping lane is provided with metallic water stop item is provided with one end of seal groove with second segment piping lane and connect, gold
Belong to sealing rod and protrudes from being partly embedded in the seal groove of second segment piping lane of first segment piping lane end face.
It is additionally provided with backfill layer inside the seal groove, backfills and is provided with grout pipe on layer, grouting tube opening setting exists
It, can the backfill such as perfusion epoxy resin mortar into backfill layer by grout pipe when sealing element sealing effect is bad outside seal groove
Object enhances sealing effect.
Boss is additionally provided on the hydro-expansive rubber, boss groove contacts to form sealing line, linear using sealing
At sealing.
It is welded with embedded board the end of the metallic water stop item protrusion.
Sealing element, metallic water stop item and embedded board carry out prefabricated, such as round, rectangular or arch door shape all in accordance with piping lane form
Deng, sealing element is placed in the groove formed after adjacent two sections of piping lanes connection, it is annular to sealing using the inner space of groove
At certain protection, its service life is improved, while sealing effect is improved by corrugated metallic water stop item, and utilize coagulation
Groove where native close encapsulation groove and sealing element, and setting can fill the backfill of backfill object sealing at any time in seal groove
Layer, effectively increases the sealing effect between piping lane.
The pipe gallery boss sealing structure of the present invention, simple in structure, design science is easy to use, and sealing element is placed
In groove, the service life of sealing element is effectively increased, and sealing effect is provided by sealing element and seal groove, and sealing
Setting backfill layer, provides sealing compensation measure, ensure that sealing effect in slot.
Description of the drawings
Fig. 1 is schematic structural view of the invention.
Fig. 2 is seal configuration schematic diagram of the present invention.
Wherein, groove 1, seal groove 2, contraction rubber 3, hydro-expansive rubber 4, hole 5, embedded board 6, metallic water stop item 7,
Backfill layer 8, grout pipe 9, boss 10.
Specific implementation mode
Embodiment 1:A kind of 10 sealing structure of pipe gallery boss, is arranged in the junction of two sections of adjacent piping lanes, the knot
Structure includes notch, sealing element and seal groove 2, and notch is arranged on the end face at piping lane both ends, seal groove 2 setting piping lane wherein
One end, and positioned at the bottom of the gap of the end face;After adjacent two sections of piping lanes connection, opposite two notches synthesize a groove 1, close
Sealing is placed in groove 1;The sealing element includes shrinking rubber 3 and hydro-expansive rubber 4, and contraction rubber 3 is rectangular, and inside is set
It is equipped with hole 5, hydro-expansive rubber 4 is arranged on four, the upper and lower, left and right face for shrinking rubber 3;Coagulation is filled in seal groove 2
Soil.It is provided with embedded board 6 in the piping lane wherein vertical inner wall of the seal groove 2 of one end setting, other end built-in metal sealing rod 7,
7 section of metallic water stop item is in wavy, and half is embedded in piping lane, another semi-convex piping lane end face, when two sections of piping lanes connect,
One end that first segment piping lane is provided with metallic water stop item 7 is provided with one end of seal groove 2 with second segment piping lane and connect, metallic water stop
Item 7 protrudes from being partly embedded in the seal groove 2 of second segment piping lane of first segment piping lane end face.It is additionally provided with inside seal groove 2
Layer 8 is backfilled, backfills and is provided with grout pipe 9 on layer 8, the opening of grout pipe 9 is arranged outside seal groove 2, when sealing element sealing effect
When bad, the backfill object such as epoxy resin mortar can be perfused into backfill layer 8 by grout pipe 9, enhance sealing effect.Water-swellable rubber
Boss 10 is additionally provided on glue 4, the contact of 10 groove 1 of boss forms sealing line, is formed and is sealed using sealing line.Metallic water stop item 7
It is welded with embedded board 6 end of protrusion.
Sealing element, metallic water stop item 7 and embedded board 6 carry out prefabricated, such as round, rectangular or arched door all in accordance with piping lane form
Sealing element is placed in the groove 1 formed after adjacent two sections of piping lanes connection, using the inner space of groove 1, to sealing by shape etc.
Ring forms certain protection, improves its service life, while improving sealing effect, and profit by corrugated metallic water stop item 7
With the groove 1 where concrete enclosing seal groove 2 and sealing element, and setting can fill backfill object and stops at any time in seal groove 2
The backfill layer 8 of water, effectively increases the sealing effect between piping lane.
Claims (4)
1. a kind of pipe gallery boss sealing structure is arranged in the junction of two sections of adjacent piping lanes, it is characterised in that the structure
Including notch, sealing element and seal groove, notch is arranged on the end face at piping lane both ends, and seal groove is arranged in piping lane wherein one
End, and positioned at the bottom of the gap of the end face;After adjacent two sections of piping lanes connection, opposite two notches synthesize a groove, sealing
Part is placed in groove;The sealing element includes shrinking rubber and hydro-expansive rubber(4), contraction rubber is rectangular, inside setting
Hole(5), hydro-expansive rubber(4)It is arranged on four, the upper and lower, left and right face for shrinking rubber;Coagulation is filled in seal groove
Soil;It is provided with embedded board in the piping lane wherein vertical inner wall of the seal groove of one end setting(6), other end built-in metal sealing rod
(7), the metallic water stop item(7)Section is in wavy, and half is embedded in piping lane, another semi-convex piping lane end face, two sections of piping lanes
When connection, first segment piping lane is provided with metallic water stop item(7)One end be provided with one end of seal groove with second segment piping lane and connect,
Metallic water stop item(7)Protrude from being partly embedded in the seal groove of second segment piping lane for first segment piping lane end face.
2. pipe gallery boss sealing structure as described in claim 1, it is characterised in that also set up inside the seal groove
There is backfill layer(8), backfill layer(8)On be provided with grout pipe(9), grout pipe(9)Opening is arranged outside seal groove.
3. pipe gallery boss sealing structure as described in claim 1, it is characterised in that the hydro-expansive rubber(4)On
It is additionally provided with boss(10), boss(10)It contacts to form sealing line with groove.
4. pipe gallery boss sealing structure as claimed in claim 2, it is characterised in that the metallic water stop item(7)Protrusion
End and embedded board(6)Welding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610544928.5A CN106049551B (en) | 2016-07-12 | 2016-07-12 | Utility tunnel boss seal structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610544928.5A CN106049551B (en) | 2016-07-12 | 2016-07-12 | Utility tunnel boss seal structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106049551A CN106049551A (en) | 2016-10-26 |
CN106049551B true CN106049551B (en) | 2018-09-18 |
Family
ID=57186133
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610544928.5A Active CN106049551B (en) | 2016-07-12 | 2016-07-12 | Utility tunnel boss seal structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106049551B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106400836B (en) * | 2016-11-11 | 2018-08-21 | 中国水利水电第八工程局有限公司 | Pipe gallery |
CN106638337B (en) * | 2016-12-22 | 2022-06-07 | 中冶京诚工程技术有限公司 | Prefabricated concrete culvert pipe, prefabricated comprehensive pipe gallery and maintenance method of comprehensive pipe gallery |
CN107859075A (en) * | 2017-12-14 | 2018-03-30 | 成都市第三建筑工程公司 | A kind of prefabricated pipe gallery joint waterproof structure and its construction method |
CN110512645B (en) * | 2019-08-06 | 2021-01-05 | 东南大学 | Elastic assembly type pipe gallery water stop structure and construction method thereof |
CN113480808A (en) * | 2021-07-21 | 2021-10-08 | 四川佳世特橡胶有限公司 | Waterstop material, waterstop and processing technology of waterstop material |
CN114606981B (en) * | 2022-03-04 | 2024-01-30 | 北京万兴建筑集团有限公司 | Method for setting deformation joint of trapezoid socket of underground municipal comprehensive pipe rack |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54107138A (en) * | 1977-11-23 | 1979-08-22 | Vredestein Nv | Gasket for sealing tunnel covering work section |
CN203948111U (en) * | 2014-05-29 | 2014-11-19 | 宏润建设集团股份有限公司 | The waterproof sealing system of the joints of segment of integrated pipe canal |
CN204589922U (en) * | 2015-04-22 | 2015-08-26 | 衡水大禹工程橡塑科技开发有限公司 | A kind of composite rubber water stop |
CN205776402U (en) * | 2016-07-12 | 2016-12-07 | 中国电建集团昆明勘测设计研究院有限公司 | Utility tunnel boss seal structure |
-
2016
- 2016-07-12 CN CN201610544928.5A patent/CN106049551B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54107138A (en) * | 1977-11-23 | 1979-08-22 | Vredestein Nv | Gasket for sealing tunnel covering work section |
CN203948111U (en) * | 2014-05-29 | 2014-11-19 | 宏润建设集团股份有限公司 | The waterproof sealing system of the joints of segment of integrated pipe canal |
CN204589922U (en) * | 2015-04-22 | 2015-08-26 | 衡水大禹工程橡塑科技开发有限公司 | A kind of composite rubber water stop |
CN205776402U (en) * | 2016-07-12 | 2016-12-07 | 中国电建集团昆明勘测设计研究院有限公司 | Utility tunnel boss seal structure |
Also Published As
Publication number | Publication date |
---|---|
CN106049551A (en) | 2016-10-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106049551B (en) | Utility tunnel boss seal structure | |
CN104005419B (en) | The box culvert structure of sinking method construction and construction method | |
CN106149764A (en) | A kind of precast assembly pipe gallery bell and spigot waterproof construction | |
CN201883454U (en) | Prefabricated reinforced-concrete assembly-type combined inspection well chamber | |
CN205917610U (en) | Prefabricated assembled concrete box culvert | |
CN205000976U (en) | A shield structure segment lining structure for deep drainage tunnel | |
CN108316944A (en) | A kind of prefabrication and assembly construction push pipe waterproof system | |
CN203924114U (en) | Prefabricated pipe gallery | |
CN204040062U (en) | Prefabricated wedge shape flexible interface assembling piping lane | |
CN205617426U (en) | Cast -in -place bottom plate of utility tunnel and prefabricated outer panel connection structure | |
CN112144578A (en) | Socket structure for prefabricated assembled pipe gallery and construction method | |
CN205839796U (en) | Utility tunnel internode connection structure | |
CN109025899B (en) | Well sealing device | |
CN105971016A (en) | Utility tunnel internode connection structure | |
CN205776401U (en) | Utility tunnel internode seal structure | |
CN203284803U (en) | Combined type multifunctional comprehensive inspection well chamber | |
CN110552378A (en) | Underground space roof subsides post-cast strip and seals structure in advance | |
CN205776402U (en) | Utility tunnel boss seal structure | |
CN105240023A (en) | Method of adopting curved pipe-jacking supporting structure for extension of shield-driven subway station | |
CN205617425U (en) | Prefabricated structure of assembling of utility tunnel | |
CN207598253U (en) | A kind of prefabrication and assembly construction push pipe waterproof system | |
CN106049552A (en) | Utility tunnel internode seal structure | |
CN208136954U (en) | Precast splice type Pipe rack | |
CN207633358U (en) | A kind of prefabricated assembled pipe gallery jointing construction | |
CN203948784U (en) | Jacking pipe joints joint waterproofing structure |
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 | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200605 Address after: Room 105-29793, No. 6, Baohua Road, Hengqin New District, Zhuhai City, Guangdong Province Patentee after: China Power Construction Group municipal planning and Design Institute Co.,Ltd. Address before: 650000 No. 115 East Renmin Road, Yunnan, Kunming Patentee before: POWERCHINA KUNMING ENGINEERING Corp.,Ltd. |