CN207583379U - A kind of single arch Station section arrangement - Google Patents
A kind of single arch Station section arrangement Download PDFInfo
- Publication number
- CN207583379U CN207583379U CN201721389974.9U CN201721389974U CN207583379U CN 207583379 U CN207583379 U CN 207583379U CN 201721389974 U CN201721389974 U CN 201721389974U CN 207583379 U CN207583379 U CN 207583379U
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- station
- sandwich plate
- plate
- secondary lining
- single arch
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Abstract
Encircle Station technical field the utility model is related to single, especially a kind of single arch Station section arrangement and its application process, it is characterised in that:Support bracket is provided in the both sides of the secondary lining and above the platform slab, sandwich plate is shelved on the support bracket, support column is provided in the middle part of the sandwich plate, the bottom of the support column is supported on the subway concourse plate, and the sandwich plate will be separated out upper interlayer above the station layer.The utility model has the advantages that:It effectively integrates, improves whole using effect;Intensive layout, it is more environmentally friendly more energy efficient;Station main body domes stress characteristic is not influenced, ensures Station main body stability under loading;Technology expansibility is strong, can be used for other rail traffic stations and underground construction space.
Description
Technical field
Encircle Station technical field the utility model is related to single, especially a kind of single arch Station section arrangement knot
Structure.
Background technology
At present, rail traffic Station is limited due to being set to the underground space by conditions such as geological conditions, structure safety
System, invests and is multiplied compared with surface structures.How in limited space, necessary station operation and Service center are set,
Station scale is controlled as possible, reduces investment.
Previous station architecture space layout is mostly using parallel longitudinal arrangement, although reaching each simple effect of profession linking
Fruit, but the station overall size that is arranged in parallel increased, and pipelining path lengthens, and energy consumption is higher, fails to play spatial integration
Benefit.
Invention content
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art, provides a kind of single arch Station section cloth
Structure is put, by pouring support bracket on the singly secondary lining of arch Station, is formed using the space that arch is formed
Interlayer, so as to be to realize that solid is stacked mode, compression station overall size reduces project cost, improves whole using effect
Fruit, it is more environmentally friendly energy saving.
The utility model aim realization is completed by following technical scheme:
A kind of single arch Station section arrangement, the agent structure of single arch Station include preliminary bracing and
Secondary lining, the secondary lining are arranged on the inside of the preliminary bracing, and the secondary lining is interior to be divided into station by subway concourse plate
Platform layer and subway concourse, it is characterised in that:It is provided in the both sides of the secondary lining and above the platform slab support ox
Leg, described support are shelved with sandwich plate on bracket, support column, the bottom branch of the support column are provided in the middle part of the sandwich plate
On the subway concourse plate, the sandwich plate will be separated out upper interlayer above the station layer for support.
Neoprene plate, the sandwich plate and the secondary lining are provided between the sandwich plate and the support bracket
Between be provided with hard bubble modeling.
One-time-concreting is molded between the secondary lining and the support bracket.
A kind of application process for being related to above-mentioned single arch Station section arrangement, it is characterised in that:In sandwich plate
Top be provided with column, the top of the column is connected with secondary lining, and the upper interlayer that the sandwich plate is separated out is led to
Cross the column be divided into it is several using space.
Several use spaces include at least station Service center, air hose arrangement space.
It is connected between the upper interlayer and station hall layer below upper interlayer by stair.
The utility model has the advantages that:It effectively integrates, improves whole using effect;Intensive layout, it is more environmentally friendly more energy efficient;No
Station main body domes stress characteristic is influenced, ensures Station main body stability under loading;Technology expansibility is strong, can be with
For other rail traffic stations and underground construction space.
Description of the drawings
Fig. 1 is singly to encircle Station cross-sectional view in the utility model;
Fig. 2 is that bracket node diagram is supported in the utility model.
Specific embodiment
The utility model feature and other correlated characteristics are described in further detail by embodiment below in conjunction with attached drawing,
In order to the understanding of technical staff of the same trade:
As shown in Figs. 1-2, figure label 1-13 is expressed as:Single arch Station 1, station layer 2, station hall layer 3, subway concourse
Plate 4, upper interlayer 6, support bracket 7, secondary lining 8, support column 9, column 10, uses space 11, neoprene plate at sandwich plate 5
12nd, hard bubble modeling 13.
Embodiment:As shown in Figure 1, single arch Station 1 in the present embodiment includes the secondary lining as agent structure
8, the operation space of the inside of secondary lining 8 as station.Subway concourse plate 4 is provided among secondary lining 8, subway concourse plate 4 will be transported
Battalion space is divided into the station hall layer 3 of top and the station layer 2 of lower section.
As shown in Figure 1, two support brackets 7 are respectively arranged in the inner wall both sides of secondary lining 8.Bracket is supported at two
7 top is shelved with sandwich plate 5, and the middle part of sandwich plate 5 is supported on by support column 9 on subway concourse plate 4 to ensure its structural strength.
At this point, sandwich plate 5 is separated out upper interlayer 6 in the top of station hall layer 3, upper interlayer 6 is formed for the arch of single arch Station 1
Space.
As shown in Fig. 2, it is provided with neoprene plate 12 between the bottom surface of sandwich plate 5 and support bracket 7 so that sandwich plate
5 are held on support bracket 7, form pivoting support stress, only transmit on vertical pressure to bracket, do not transmit remaining moment of flexure, cut
Power etc. so that bracket stress is more apparent.Hard bubble modeling 13 is respectively arranged between the both sides of sandwich plate 5 and secondary lining 7,
Sandwich plate 5 is only shelved on support bracket 7, is not connect with secondary lining 8, it is contemplated that the influence expanded with heat and contract with cold to sandwich plate is
Avoid sandwich plate and secondary lining 8 even at the cost of one's life, there are certain gap between sandwich plate 5 and secondary lining 8, and filling flexible material
The hard bubble modeling 13 of material.Based on above structure, the stress of sandwich plate 5 is clear and definite, only undertakes institute's place apparatus load on sandwich plate 5,
Whole Station structure stress is not involved in, does not interfere with the main body domes stress characteristic of single arch Station 1.Namely
It says, come sandwich establishment plate 5 in a manner that arrangement supports bracket 7, while the stability under loading for ensureing single arch Station 1,
The arch space of single arch Station 1 is used.
The present embodiment in specific application, has following application process:
It is provided with several columns 10 in the top of sandwich plate 5, upper interlayer 6 can be distinguished by column 10 several uses space
11.This using can build room in space 11 according to actual needs or equipment that when various stations of arrangement are runed is required, pipeline,
Such as:Station Service center is set;Equipment machine room is arranged on station hall layer, and air hose is arranged vertically by interlayer space, and path is shortened, more
It is energy saving;The intensivism in space is high, and air-conditioning equipment etc. is more efficient, more environmentally friendly.Stair can be passed through between upper interlayer 6 and station hall layer 3
Connection, space is by being longitudinally converted to lateral vertical mode, and the walking path of staff shortens, in order to which it arrives more quickly at mesh
Ground.
The present embodiment is in the specific implementation:Formwork jumbo can be used when pouring in the secondary lining 8 of single arch Station 1
It pours, by secondary lining 8 and support 7 one-pass molding of bracket, completes the frame of sandwich plate 5 when the later stage applies station internal structure again
If.When supporting bracket 7 with secondary lining 8 using formwork jumbo one-pass molding, the side such as bar planting or reserved connector is not taken
Formula, convenient construction, and construction quality are high, while support bracket 7 that construction joint is not present, and whole stress is preferable.
The present embodiment is effectively integrated in limited space by building, structure, electromechanical equipment, is singly encircleing tunneling
In the existing sectional space at station 1, space is formed using arch, mode is stacked using solid, compression station is integrally advised
Mould reduces project cost, improves whole using effect, more environmentally friendly, more energy efficient.Pass through the compact compression to space and equipment simultaneously
Arrangement, the high intensivism in space, the laying path for making pipeline is shorter, and air-conditioning equipment etc. is more efficient, solid superposition space
Arrangement can be used for other rail traffic stations and underground construction space.
Although above example elaborates the design of the utility model aim and embodiment with reference to attached drawing,
But those skilled in the art will realize that in the case where limiting the precondition of range without departing from claim, still may be used
To make various modifications and variations to the utility model, therefore do not repeat one by one herein.
Claims (3)
1. a kind of single arch Station section arrangement, the agent structure of single arch Station includes preliminary bracing and two
Secondary lining cutting, the secondary lining are arranged on the inside of the preliminary bracing, and the secondary lining is interior to be divided into platform by subway concourse plate
Layer and subway concourse, it is characterised in that:Support bracket is provided in the both sides of the secondary lining and above the subway concourse plate,
Sandwich plate is shelved on the support bracket, support column, the bottom support of the support column are provided in the middle part of the sandwich plate
On the subway concourse plate, the sandwich plate will be separated out upper interlayer above the station layer.
2. a kind of single arch Station section arrangement according to claim 1, it is characterised in that:The sandwich plate with
Neoprene plate is provided between the support bracket, hard bubble modeling is provided between the sandwich plate and the secondary lining.
3. a kind of single arch Station section arrangement according to claim 1, it is characterised in that:The secondary lining
One-time-concreting is molded between the support bracket.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721389974.9U CN207583379U (en) | 2017-10-26 | 2017-10-26 | A kind of single arch Station section arrangement |
Applications Claiming Priority (1)
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CN201721389974.9U CN207583379U (en) | 2017-10-26 | 2017-10-26 | A kind of single arch Station section arrangement |
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CN207583379U true CN207583379U (en) | 2018-07-06 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107630707A (en) * | 2017-10-26 | 2018-01-26 | 上海市隧道工程轨道交通设计研究院 | A kind of single arch Station section arrangement and its application process |
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2017
- 2017-10-26 CN CN201721389974.9U patent/CN207583379U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107630707A (en) * | 2017-10-26 | 2018-01-26 | 上海市隧道工程轨道交通设计研究院 | A kind of single arch Station section arrangement and its application process |
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