CN107559026A - A kind of subway station of double hole bilayer push pipe Spatial Couplings - Google Patents
A kind of subway station of double hole bilayer push pipe Spatial Couplings Download PDFInfo
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- CN107559026A CN107559026A CN201710714394.0A CN201710714394A CN107559026A CN 107559026 A CN107559026 A CN 107559026A CN 201710714394 A CN201710714394 A CN 201710714394A CN 107559026 A CN107559026 A CN 107559026A
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- 238000000034 method Methods 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims abstract description 15
- 230000008569 process Effects 0.000 claims abstract description 7
- 238000004891 communication Methods 0.000 claims abstract description 5
- 238000013461 design Methods 0.000 claims description 3
- 230000005641 tunneling Effects 0.000 claims description 2
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- 238000012937 correction Methods 0.000 description 1
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Abstract
A kind of subway station of double hole bilayer push pipe Spatial Couplings, the present invention relates to subway station technical field；It includes symmetrically arranged No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels, is connected between No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels by horizontal communication channel；The top outer of described No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels is equipped with exit and entrance；The inner space of described No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels is divided into two sheaf spaces up and down by structural slab, and it is provided with platform and staircase at the middle and upper levels in space；In No.1 push pipe double layer tunnel No.1 circuit is provided with lower layer space；In No. two push pipe double layer tunnels No. two circuits are provided with lower layer space.It can effectively meet station technique and function, meanwhile, engineering exploitativeness is strong, it is possible to reduce construction risk, reduction pipeline, which moves, to be changed, and optimizes traffic data process, practicality is stronger.
Description
Technical field
The present invention relates to subway station technical field, and in particular to a kind of subway station of double hole bilayer push pipe Spatial Couplings.
Background technology
In urban compact built-up areas, ground underground building thing, pipeline are numerous, and road traffic is busy.Using cut and cover method, bright
Station is built in dark combination, subsurface excavation method or the presence implementation condition in section is difficult, and construction risk is high, and the duration is uncontrollable, preliminary engineering
The Construction Problems such as high cost and contradiction.It is to solve the problems, such as subway construction that the subway construction of downtown area is implemented using push bench process
Preferable mode, current push pipe space is smaller, and single space can not meet subway station function and technological requirement, oversize
Push pipe the problems such as device fabrication, field conduct still be present, how by combining enforceable push pipe space to realize subway
Stand function, be that current subway construction will be solved the problems, such as urgently.
The content of the invention
It is reasonable in design, make in view of the defects and deficiencies of the prior art, the present invention intends to provide a kind of simple in construction
With the subway station of convenient double holes bilayer push pipe Spatial Coupling, it can effectively meet station technique and function, meanwhile, engineering can
Implementation is strong, it is possible to reduce construction risk, reduction pipeline, which moves, to be changed, and optimizes traffic data process, practicality is stronger.
To achieve the above object, the technical solution adopted by the present invention is：It includes symmetrically arranged No.1 push pipe bilayer tunnel
Road and No. two push pipe double layer tunnels, are connected between No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels by horizontal communication channel；
The top outer of described No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels is equipped with exit and entrance；Described No.1
The inner space of push pipe double layer tunnel and No. two push pipe double layer tunnels is divided into two sheaf spaces up and down by structural slab, wherein on
Platform and staircase are provided with sheaf space；In No.1 push pipe double layer tunnel No.1 circuit is provided with lower layer space；No. two push pipe bilayers
In tunnel No. two circuits are provided with lower layer space.
Further, subway concourse and a pair of staircases are provided with described No.1 push pipe double layer tunnel, subway concourse is arranged on a pair and helped
The both sides of ladder；Described No.1 circuit and No. two circuits and each self-corresponding platform are respectively arranged on No. two push pipe bilayer tunnels
In road up and down in two sheaf spaces.
The construction procedure of the present invention is as follows：
(1) two double layer tunnels, i.e. No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels are first built using push bench process,
Two push pipe spaces are combined as station main part；
(2) arrangement of station equipment room and public area, and technological design are carried out in two push pipe spaces；
(3) platform, subway concourse, battery limits UNICOM road are built by tunneling, push pipe or pipe shed method；
(4) build gateway finally by cut and cover method and Feng Ting, public area, battery limits with station are combined, so as to
Form complete station.
After said structure, the present invention has the beneficial effect that：A kind of double hole bilayer push pipe Spatial Couplings of the present invention
Subway station, it can effectively meet station technique and function, meanwhile, engineering exploitativeness is strong, it is possible to reduce construction risk, subtracts
Education and correction for juvenile offenders line, which moves, to be changed, and optimizes traffic data process, and practicality is stronger, and the present invention has simple in construction, and it is reasonable to set, and it is excellent that cost of manufacture is low etc.
Point.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of embodiment.
Fig. 2 is the structural representation of embodiment one.
Fig. 3 is the structural representation of embodiment two.
Description of reference numerals：
No.1 push pipe double layer tunnel 1, No. two push pipe double layer tunnel 2, exit and entrance 3, horizontal communication channel 4, subway concourse 5, platform
6th, 8, No. two a pair of staircases 7, No.1 circuit circuits 9.
Embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings.
Referring to as shown in figure 1, the technical scheme that present embodiment uses is：It includes symmetrically arranged No.1 push pipe
Double layer tunnel 1 and No. two push pipe double layer tunnels 2, pass through horizontal company between No.1 push pipe double layer tunnel 1 and No. two push pipe double layer tunnels 2
Passage 4 connects；Described No.1 push pipe double layer tunnel 1 and the top outer of No. two push pipe double layer tunnels 2 are equipped with gateway and led to
Road 3；Described No.1 push pipe double layer tunnel 1 and the inner space of No. two push pipe double layer tunnels 2 are divided into by structural slab
Lower two sheaf spaces, it is provided with platform 6 and staircase 7 at the middle and upper levels in space；One is provided with No.1 push pipe double layer tunnel 1 in lower layer space
Number circuit 8；In No. two push pipe double layer tunnels 2 No. two circuits 9 are provided with lower layer space.
The construction procedure of present embodiment is as follows：(1) two separate type sizes are used to be high 13.0 meters × wide by 13.0
Meter Ding Guan, two double layer tunnels, i.e. No.1 push pipe double layer tunnel 1 and No. two push pipe double layer tunnels 2 are built, combine two push pipe skies
Between be used as station main part；(2) arrangement of station equipment room and public area is carried out in two push pipe spaces, and technique is set
Meter；(3) platform, subway concourse, battery limits UNICOM road are built by subsurface excavation method；(4) gateway and Feng Ting are built finally by cut and cover method,
Public area, battery limits with station are combined, so as to form complete station.
After said structure, present embodiment has the beneficial effect that：A kind of double holes described in present embodiment
The subway station of double-deck push pipe Spatial Coupling, it can effectively meet station technique and function, meanwhile, engineering exploitativeness is strong, can
To reduce construction risk, reduction pipeline, which moves, to be changed, and optimizes traffic data process, and practicality is stronger, and the present invention has simple in construction, setting conjunction
Reason, the advantages that low manufacture cost.
Embodiment one：
Referring to Fig. 2, No.1 push pipe double layer tunnel 1 and No. two push pipe double layer tunnels 2 are side formula subway station in the present embodiment,
Wherein No.1 circuit 8 and No. two 9 equal neighbours of circuit is located at the port of horizontal communication channel 4.
Embodiment two：
Referring to Fig. 3, No.1 push pipe double layer tunnel 1 and No. two push pipe double layer tunnels 2 are superimposing thread subway station in the present embodiment,
Subway concourse 5 is provided with wherein described No.1 push pipe double layer tunnel 1 and a pair of staircases 7, subway concourse 5 are arranged on the both sides of a pair of staircases 7；
Described No.1 circuit 8 and No. two circuits 9 and each self-corresponding platform 6 are respectively arranged in No. two push pipe double layer tunnels 2
In upper and lower two sheaf space.
It is described above, it is merely illustrative of the technical solution of the present invention and unrestricted, those of ordinary skill in the art are to this hair
The other modifications or equivalent substitution that bright technical scheme is made, without departing from the spirit and scope of technical solution of the present invention,
It all should cover among scope of the presently claimed invention.
Claims (3)
- A kind of 1. subway station of double hole bilayer push pipe Spatial Couplings, it is characterised in that：It is double that it includes symmetrically arranged No.1 push pipe Floor tunnel and No. two push pipe double layer tunnels, are connected between No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels by horizontal communication channel It is logical；The top outer of described No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels is equipped with exit and entrance；Described The inner space of No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels is divided into two sheaf spaces up and down by structural slab, its Platform and staircase are provided with space at the middle and upper levels；In No.1 push pipe double layer tunnel No.1 circuit is provided with lower layer space；No. two push pipes In double layer tunnel No. two circuits are provided with lower layer space.
- A kind of 2. subway station of double hole bilayer push pipe Spatial Couplings according to claim 1, it is characterised in that：Described one Subway concourse and a pair of staircases are provided with number push pipe double layer tunnel, subway concourse is arranged on the both sides of a pair of staircases；Described No.1 circuit and No. two circuits and each self-corresponding platform are respectively arranged in No. two push pipe double layer tunnels up and down in two sheaf spaces.
- A kind of 3. subway station of double hole bilayer push pipe Spatial Couplings, it is characterised in that：Its construction procedure is as follows：(1) two double layer tunnels, i.e. No.1 push pipe double layer tunnel and No. two push pipe double layer tunnels, combination are first built using push bench process Two push pipe spaces are as station main part；(2) arrangement of station equipment room and public area, and technological design are carried out in two push pipe spaces；(3) platform, subway concourse, battery limits UNICOM road are built by tunneling, push pipe or pipe shed method；(4) gateway and Feng Ting are built finally by cut and cover method, public area, battery limits with station are combined, so as to be formed Complete station.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710714394.0A CN107559026A (en) | 2017-08-18 | 2017-08-18 | A kind of subway station of double hole bilayer push pipe Spatial Couplings |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710714394.0A CN107559026A (en) | 2017-08-18 | 2017-08-18 | A kind of subway station of double hole bilayer push pipe Spatial Couplings |
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| CN107559026A true CN107559026A (en) | 2018-01-09 |
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| CN201710714394.0A Pending CN107559026A (en) | 2017-08-18 | 2017-08-18 | A kind of subway station of double hole bilayer push pipe Spatial Couplings |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108119151A (en) * | 2018-01-24 | 2018-06-05 | 中铁工程装备集团有限公司 | A kind of Metro Station Structure built using push bench process and its construction method |
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| JP2005023765A (en) * | 2003-07-01 | 2005-01-27 | Shusaku Hara | Underground railway of shield tunnel having four-tracks with cross-shaped cross-section |
| CN102644467A (en) * | 2012-04-27 | 2012-08-22 | 上海隧道工程股份有限公司 | Tunnel connecting passage construction method for directly cutting segment rings through pipe jacking machine |
| CN104632245A (en) * | 2015-02-04 | 2015-05-20 | 北京市政建设集团有限责任公司 | Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station |
| CN104632235A (en) * | 2015-02-04 | 2015-05-20 | 北京市政建设集团有限责任公司 | Method for expanding excavation of large-diameter shield tunnel for subway station construction through pile arch wall support |
| CN105240023A (en) * | 2015-09-23 | 2016-01-13 | 中国地质大学（武汉） | Method of adopting curved pipe-jacking supporting structure for extension of shield-driven subway station |
| CN106437724A (en) * | 2016-08-31 | 2017-02-22 | 济南轨道交通集团有限公司 | Subway station constructed by adopting rectangular jacking pipes combined with interval shields and construction method |
| CN107023300A (en) * | 2017-04-13 | 2017-08-08 | 中铁十六局集团地铁工程有限公司 | A kind of use canopy, which is defended the doctrine, builds the construction method of subway station |
| CN207161123U (en) * | 2017-08-18 | 2018-03-30 | 中铁隧道勘测设计院有限公司 | A kind of subway station of double hole bilayer push pipe Spatial Couplings |
-
2017
- 2017-08-18 CN CN201710714394.0A patent/CN107559026A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005023765A (en) * | 2003-07-01 | 2005-01-27 | Shusaku Hara | Underground railway of shield tunnel having four-tracks with cross-shaped cross-section |
| CN102644467A (en) * | 2012-04-27 | 2012-08-22 | 上海隧道工程股份有限公司 | Tunnel connecting passage construction method for directly cutting segment rings through pipe jacking machine |
| CN104632245A (en) * | 2015-02-04 | 2015-05-20 | 北京市政建设集团有限责任公司 | Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station |
| CN104632235A (en) * | 2015-02-04 | 2015-05-20 | 北京市政建设集团有限责任公司 | Method for expanding excavation of large-diameter shield tunnel for subway station construction through pile arch wall support |
| CN105240023A (en) * | 2015-09-23 | 2016-01-13 | 中国地质大学（武汉） | Method of adopting curved pipe-jacking supporting structure for extension of shield-driven subway station |
| CN106437724A (en) * | 2016-08-31 | 2017-02-22 | 济南轨道交通集团有限公司 | Subway station constructed by adopting rectangular jacking pipes combined with interval shields and construction method |
| CN107023300A (en) * | 2017-04-13 | 2017-08-08 | 中铁十六局集团地铁工程有限公司 | A kind of use canopy, which is defended the doctrine, builds the construction method of subway station |
| CN207161123U (en) * | 2017-08-18 | 2018-03-30 | 中铁隧道勘测设计院有限公司 | A kind of subway station of double hole bilayer push pipe Spatial Couplings |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108119151A (en) * | 2018-01-24 | 2018-06-05 | 中铁工程装备集团有限公司 | A kind of Metro Station Structure built using push bench process and its construction method |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190215 Address after: 300000 Tianjin free trade zone (Airport Economic Zone), 2-3116 South Road 88. Applicant after: CHINA RAILWAY LIUYUAN GROUP Co.,Ltd. Applicant after: GUANGZHOU METRO GROUP Co.,Ltd. Address before: 300000 Hongqiao District, Tianjin City, Bridge South East Road Applicant before: CHINA RAILWAY TUNNEL SURVEY & DESIGN INSTITUTE Co.,Ltd. Applicant before: GUANGZHOU METRO GROUP Co.,Ltd. |
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| TA01 | Transfer of patent application right | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180109 |
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| WD01 | Invention patent application deemed withdrawn after publication |