CN105862913A - Combined construction underground structure of comprehensive pipe rack and road tunnel - Google Patents
Combined construction underground structure of comprehensive pipe rack and road tunnel Download PDFInfo
- Publication number
- CN105862913A CN105862913A CN201610239756.0A CN201610239756A CN105862913A CN 105862913 A CN105862913 A CN 105862913A CN 201610239756 A CN201610239756 A CN 201610239756A CN 105862913 A CN105862913 A CN 105862913A
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- China
- Prior art keywords
- tunnels
- roads
- pipe gallery
- underground
- pipe rack
- 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.)
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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
- E02D29/10—Tunnels 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
-
- 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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical & Material Sciences (AREA)
- Lining And Supports For Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a combined construction underground structure of a comprehensive pipe rack and a round tunnel. The combined construction underground structure comprises the road tunnel used as a driving channel, and a comprehensive pipe rack bin located at the bottom of the road tunnel. Pipe rack holes are formed in the comprehensive pipe rack bin. Driving channel holes are formed in the road tunnel. The road tunnel and the comprehensive pipe rack bin are of an integrated structure. The underground road tunnel can be suitable for being planned and constructed with the comprehensive pipe rack with the same line position, the total construction period can be shortened, the disturbance time of construction to the peripheral environment is shortened, environment friendliness and energy conservation are better, and obvious social benefits are achieved.
Description
Technical field
The present invention relates to municipal works field, the underground built jointly particularly to a kind of pipe gallery and roads and tunnels
Structure.
Background technology
In recent years, pipe gallery is as improving the people's livelihood engineering of city image under the advocating of State Council flourishing
Exhibition.Country promulgates a series of provisions, it is indicated that pipe gallery construction should be with road tunnel tunnel, subway, underground
The overall planning such as garage is built.It is more and more that the roads and tunnels of distance is built in each big and medium-sized cities.
But, the most built cut and cover method roads and tunnels does not much account for the construction of pipe gallery at a specified future date, if
Implement underground pipe gallery in same line position, not only difficulty of construction is very big, and will produce more discarding
Engineering, causes waste greatly.
Traditional pipe gallery and road tunnel tunnel use separate type construction, and it exists following major defect:
1. waste Underground Space Resource, is unfavorable for that soil saving utilizes.
2. generation foundation ditch repeats excavation, road surface is destroyed repeatedly, pipeline repeats a series of repeatability labor such as resettlement
Dynamic, goods and materials are huge with waste of human resource.
3. the completion time of project is long, and long to the surrounding enviroment disturbance time, social influence is big.
4. overall investment is big, deficiency in economic performance.
Summary of the invention
Because the drawbacks described above of prior art, the present invention provides one can pass through My Perspective On The Co-building, underground
Pipeline is once implemented with means of transportation to put in place, it is to avoid the repeatability such as excavation of foundation pit, relocation of services, road surface reparation
Work, reduces the underground structure that the pipe gallery of the wasting of resources is built jointly with roads and tunnels, comprising: be used as car
The roads and tunnels of row of channels and be positioned at the pipe gallery storehouse bottom described roads and tunnels, in described pipe gallery storehouse
It is formed with piping lane hole (for auxiliary equipment such as pipeline installation, electric power, communications)；Set in described roads and tunnels
There is vehicle driving passage hole；Described roads and tunnels is structure as a whole with pipe gallery storehouse.
In certain embodiments, described underground structure is for secretly to bury segment structure, and the section of total is down type
Type.
In certain embodiments, the described top secretly burying segment structure be provided with overburden layer (use deadweight mode resist
Floating.When deadweight is not enough, uplift pile can be used to assist anti-floating).
In certain embodiments, described underground structure is open section structure, the most superposed roads and tunnels
For having uncovered U-type groove structure.
In certain embodiments, the base plate of described open section structure be arranged with some uplift piles, in order to support
Anti-underground buoyancy of water
In certain embodiments, in the piping lane hole of described open section structure, it is provided with independent fire compartment, described
The section in piping lane hole is in " mouth " font, and is provided with fire resistant doorsets between described piping lane hole and vehicle driving passage hole.
On the basis of meeting common sense in the field, above-mentioned each optimum condition, can combination in any, obtain the present invention
Each preferred embodiment.
Beneficial effects of the present invention:
1, owing to having been carried out excavation of foundation pit when open trench tunnel of the present invention is constructed, few increasing
On the premise of amount investment, a underground pipe gallery can be built in same line position.Therefore, the present invention can be by
Preferably collinear with pipe gallery position, road tunnel tunnel planning construction, it is possible to shorten total lever factor, reduces construction to week
The disturbance time of surrounding environment, the most more environmentally-friendly energy-conservation, and there is obvious social benefit.
2, pipe gallery storehouse of the present invention is arranged at bottom roads and tunnels, is not take up upper space, more can effectively expire
The demand that foot crossing lateral line is passed through.
3, the present invention can improve soil space utilization rate, reduces the wasting of resources；By My Perspective On The Co-building,
Underground utilities are once implemented with means of transportation to put in place, it is to avoid the weight such as excavation of foundation pit, relocation of services, road surface reparation
Renaturation is worked, and reduces the wasting of resources.
4 additionally, structure that the pipe gallery storehouse of the present invention and roads and tunnels are built jointly can also reduce and go along with sb. to guard him knot
Structure, saves total investment for construction.
Below with reference to accompanying drawing, the technique effect of design, concrete structure and the generation of the present invention is made furtherly
Bright, to be fully understood from the purpose of the present invention, feature and effect.
Accompanying drawing explanation
Fig. 1 is that the pipe gallery of the present invention builds the secretly section of burying cross-section structure jointly with roads and tunnels.
Fig. 2 is that the pipe gallery of the present invention builds open section cross-section structure jointly with roads and tunnels.
Description of reference numerals: roads and tunnels 1；Vehicle driving passage hole 11；Pipe gallery storehouse 2；Piping lane hole 21；
Uplift pile 3；Mid-board 4；Fire resistant doorsets 5.
Detailed description of the invention
Enumerate preferred embodiment below, and combine accompanying drawing and become apparent from intactly illustrating the present invention.
Embodiment 1
It is an object of the invention to be achieved through the following technical solutions: as shown in Fig. 1～Fig. 2, the present embodiment
The underground structure that the pipe gallery provided and roads and tunnels are built jointly includes: be internally formed vehicle driving passage hole 11
Roads and tunnels 1 and be positioned at the pipe gallery storehouse 2 bottom roads and tunnels 1, set in described pipe gallery storehouse 2
There is piping lane hole 21；Wherein, described roads and tunnels is structure as a whole with pipe gallery storehouse 2.
The implementation of the present invention is as follows:
1., after large-scale excavation excavation, carry out at pipe gallery local foundation ditch open by putting slope or steel sheet pile etc.
Dig.
The most first carry out base plate and the template support of side wall, reinforcing bar binding, concreting at pipe gallery, in advance
Stay and the construction joint of top vehicle driving passage pore structure.
The most then carry out the template support of (base plate, side wall or top board) at tunnel for automobile structure, reinforcing bar binding,
Concreting.
4. earthing completion.
Owing to having been carried out excavation of foundation pit when open trench tunnel of the present invention is constructed, increasing a small amount of throwing
On the premise of money, a underground pipe gallery can be built in same line position.Therefore, the present invention can be by underground
Roads and tunnels preferably collinear with pipe gallery position planning construction, it is possible to shorten total lever factor, reduces construction to Zhou Bianhuan
The disturbance time in border, the most more environmentally-friendly energy-conservation, and there is obvious social benefit.
Embodiment 2
As it is shown in figure 1, the underground structure of the present embodiment is for secretly to bury segment structure, total is in the type set
Type, the most up big and down small box；Superposed roads and tunnels 1 is enclosed construction, by mid-board 4 shape
Become two vehicle driving passage holes 11 side by side；The pipe gallery storehouse 2 of bottom is separated into two piping lanes by mid-board 4
Hole 21.
Further, the top secretly burying segment structure of the present embodiment is provided with certain earthing, uses the side of deadweight
Formula anti-floating.When deadweight is not enough, uplift pile 3 can be used to assist anti-floating.
Additionally, be provided with the escape hole connecting two vehicle driving passage holes on the top secretly burying segment structure；Bottom is provided with
For connecting the escape hole in two piping lane storehouses.The escape hole on top is interlaced arrangement with the escape hole of bottom.
As it is shown in figure 1, the mid-board 4 secretly buried in the piping lane storehouse of segment structure arranges the most anti-at a certain distance
Vent 5, arranging of fire resistant doorsets mainly meets vehicle driving passage and the demand of pipe gallery rescue evacuation.When one
During the storehouse breaking out of fire of side pipe corridor, escape personnel can be escaped to an other piping lane storehouse by fire resistant doorsets.
Embodiment 3
As in figure 2 it is shown, the underground structure of the present embodiment is open section structure, the most superposed road tunnel
Road 1 is to have uncovered U-type groove structure.
As in figure 2 it is shown, the section in the piping lane hole 21 in pipe gallery storehouse 2 is hollow, inside set independent fire prevention
Subregion, centre is not provided with mid-board, and and vehicle driving passage hole between be provided with fire resistant doorsets.
Additionally, the base plate of open section structure uplift pile arranged below 3, in order to resist the buoyancy of subsoil water.
To sum up, the present invention has a beneficial effect of following aspect:
1. present invention saves Underground Space Resource, improve soil space utilization rate.And tied by integration
Structure is arranged, and underground utilities can once be implemented to put in place with means of transportation, it is to avoid excavation of foundation pit, relocation of services, road
The repeated labors such as face reparation, reduce the wasting of resources.
2. additionally, present invention also avoids foundation ditch secondary excavation, pipeline repeats resettlement, road surface reparation etc. and repeats
Property work, decrease the wasting of resources.
The most further, the structure that pipe gallery and roads and tunnels are built jointly can reduce building enclosure, and saving is built
If gross investment.
4. it addition, the present invention can also shorten construction total lever factor, when therefore substantially reducing surrounding enviroment disturbance
Between, improve social benefit.
Each preferred embodiment of the present invention described in detail above.Should be appreciated that the common skill of this area
Art personnel just can make many modifications and variations according to the design of the present invention without creative work.Therefore,
All technical staff in the art the most on the basis of existing technology by logical analysis,
Reasoning or the available technical scheme of limited experiment, all should be in the protection being defined in the patent claims
In the range of.
Claims (2)
1. the underground structure that a pipe gallery is built jointly with roads and tunnels, it is characterised in that comprising: use
Make the roads and tunnels of vehicle driving passage and be positioned at the pipe gallery storehouse bottom described roads and tunnels, described pipe gallery
Piping lane hole it is formed with in storehouse；Vehicle driving passage hole it is provided with in described roads and tunnels；Described roads and tunnels and integrated pipe
Lang Cang is structure as a whole；Described underground structure is for secretly to bury segment structure, and the section of total is inverted " convex "
Font；The described top secretly burying segment structure is provided with overburden layer；Described underground structure is open section structure, wherein
Superposed roads and tunnels is to have uncovered U-type groove structure；Dividing into of the base plate of described open section structure
It is equipped with some uplift piles, in order to resist underground buoyancy of water.
2. the underground structure that pipe gallery as claimed in claim 1 is built jointly with roads and tunnels, its feature exists
In, be provided with independent fire compartment in the piping lane hole of described open section structure, the section in described piping lane hole in
It is provided with fire resistant doorsets between " mouth " font, and described piping lane hole and vehicle driving passage hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610239756.0A CN105862913A (en) | 2016-04-18 | 2016-04-18 | Combined construction underground structure of comprehensive pipe rack and road tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610239756.0A CN105862913A (en) | 2016-04-18 | 2016-04-18 | Combined construction underground structure of comprehensive pipe rack and road tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862913A true CN105862913A (en) | 2016-08-17 |
Family
ID=56632500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610239756.0A Pending CN105862913A (en) | 2016-04-18 | 2016-04-18 | Combined construction underground structure of comprehensive pipe rack and road tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105862913A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436755A (en) * | 2016-11-17 | 2017-02-22 | 沈阳建筑大学 | Four-layer stair-like city underground comprehensive body |
| CN107842037A (en) * | 2017-10-31 | 2018-03-27 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underground pipe gallery cross method for realizing vehicle ordinate movement |
| CN108869208A (en) * | 2018-06-22 | 2018-11-23 | 中国地质大学（北京） | Tunnel type geothermal power generation and comprehensive development and utilization system |
| CN109695456A (en) * | 2019-01-22 | 2019-04-30 | 济南轨道交通集团有限公司 | A kind of rail traffic and pipe gallery build structure and its construction method jointly |
| CN109853614A (en) * | 2017-11-30 | 2019-06-07 | 上海浦东建筑设计研究院有限公司 | A kind of multifunctional integrated device that pipe gallery is built jointly with resistant Capacity of Shallow-buried Subway Station |
| CN110258641A (en) * | 2019-07-24 | 2019-09-20 | 同济大学建筑设计研究院(集团)有限公司 | A kind of Urban Underground Passage |
| CN110295623A (en) * | 2019-06-18 | 2019-10-01 | 深圳市综合交通设计研究院有限公司 | The underground structure and its construction method that a kind of open trench tunnel and piping lane are built jointly |
| CN110424461A (en) * | 2019-07-08 | 2019-11-08 | 同济大学建筑设计研究院(集团)有限公司 | Channel design component and its manufacturing method |
| CN113737857A (en) * | 2021-10-09 | 2021-12-03 | 中国建筑第二工程局有限公司 | Be used for deep pipe gallery structure and major structure to build connection structure again and worker's method thereof |
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| CN1319704A (en) * | 2000-08-31 | 2001-10-31 | 北京市城建建筑设计研究院有限公司 | underground comprehesive pipe gallery and system for comprehensive developing and utilizing underground space |
| CN101634126A (en) * | 2008-07-21 | 2010-01-27 | 马兴华 | Ground-road combined comprehensive tunnel for underground pipeline and trolley bus |
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| CN103046579A (en) * | 2013-01-10 | 2013-04-17 | 深圳市市政设计研究院有限公司 | Lakebed open-excavation and concealed-burying tunnel structure with bidirectional eight lanes |
| CN104746531A (en) * | 2015-04-22 | 2015-07-01 | 谢志树 | Stainless steel composite steel comprehensive pipe gallery |
| KR101573706B1 (en) * | 2014-11-19 | 2015-12-02 | (주)나우기술 | The Construction Method and Structure of Non-excavation tunnel what Steel pipe position can be substitute with Precast Structure by Extruding |
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Patent Citations (6)
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| CN1319704A (en) * | 2000-08-31 | 2001-10-31 | 北京市城建建筑设计研究院有限公司 | underground comprehesive pipe gallery and system for comprehensive developing and utilizing underground space |
| CN101634126A (en) * | 2008-07-21 | 2010-01-27 | 马兴华 | Ground-road combined comprehensive tunnel for underground pipeline and trolley bus |
| CN102660961A (en) * | 2012-06-06 | 2012-09-12 | 上海市城市建设设计研究总院 | Integral underground comprehensive pipe rack |
| CN103046579A (en) * | 2013-01-10 | 2013-04-17 | 深圳市市政设计研究院有限公司 | Lakebed open-excavation and concealed-burying tunnel structure with bidirectional eight lanes |
| KR101573706B1 (en) * | 2014-11-19 | 2015-12-02 | (주)나우기술 | The Construction Method and Structure of Non-excavation tunnel what Steel pipe position can be substitute with Precast Structure by Extruding |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436755A (en) * | 2016-11-17 | 2017-02-22 | 沈阳建筑大学 | Four-layer stair-like city underground comprehensive body |
| CN107842037A (en) * | 2017-10-31 | 2018-03-27 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underground pipe gallery cross method for realizing vehicle ordinate movement |
| CN109853614A (en) * | 2017-11-30 | 2019-06-07 | 上海浦东建筑设计研究院有限公司 | A kind of multifunctional integrated device that pipe gallery is built jointly with resistant Capacity of Shallow-buried Subway Station |
| CN108869208A (en) * | 2018-06-22 | 2018-11-23 | 中国地质大学（北京） | Tunnel type geothermal power generation and comprehensive development and utilization system |
| CN109695456A (en) * | 2019-01-22 | 2019-04-30 | 济南轨道交通集团有限公司 | A kind of rail traffic and pipe gallery build structure and its construction method jointly |
| CN110295623A (en) * | 2019-06-18 | 2019-10-01 | 深圳市综合交通设计研究院有限公司 | The underground structure and its construction method that a kind of open trench tunnel and piping lane are built jointly |
| CN110424461A (en) * | 2019-07-08 | 2019-11-08 | 同济大学建筑设计研究院(集团)有限公司 | Channel design component and its manufacturing method |
| CN110258641A (en) * | 2019-07-24 | 2019-09-20 | 同济大学建筑设计研究院(集团)有限公司 | A kind of Urban Underground Passage |
| CN113737857A (en) * | 2021-10-09 | 2021-12-03 | 中国建筑第二工程局有限公司 | Be used for deep pipe gallery structure and major structure to build connection structure again and worker's method thereof |
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Application publication date: 20160817 |