CN203834516U - Rail transit underground station building structure - Google Patents
Rail transit underground station building structure Download PDFInfo
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- CN203834516U CN203834516U CN201420239643.7U CN201420239643U CN203834516U CN 203834516 U CN203834516 U CN 203834516U CN 201420239643 U CN201420239643 U CN 201420239643U CN 203834516 U CN203834516 U CN 203834516U
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- underground station
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- 238000010276 construction Methods 0.000 claims description 13
- 230000015572 biosynthetic process Effects 0.000 claims description 3
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- 239000002689 soil Substances 0.000 abstract 1
- 101001017827 Mus musculus Leucine-rich repeat flightless-interacting protein 1 Proteins 0.000 description 5
- 238000005286 illumination Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to the field of underground buildings, in particular to a rail transit underground station building structure. The rail transit underground station building structure is characterized in that side walls on the two sides of a station hall layer and side walls on the two sides of a platform layer are of an integrated structure, a top board, serving as a soil support, of the station hall layer is of an arch crown structure, and the side edge of the arch crown structure is provided with an inclined surface in the downward direction. The rail transit underground station building structure has the advantages that the introducing effect of natural light of a rail transit underground station is good, and the lighting range is wide; no stand column exists in the station hall layer, and the internal spaciousness is high; the supporting effect of the top board of the station hall layer is stable; a thin-walled column is adopted to support a middle board above the platform layer, so that the width of the platform layer is large, and passengers can pass through the platform layer conveniently.
Description
Technical field
The utility model relates to field, underground building, is specifically related to Underground Station building structure.
Background technology
At present, common Underground Station lighting system is divided into two kinds, a kind of is the artificial illumination that adopts light fixture to carry out, but the underground building of this kind of lighting system has some intrinsic problems, restriction, the sense of direction of, view not obvious such as bad psychoreaction, external and feature and available light are poor etc.; And another kind is the natural lighting of natural light being introduced to underground station.In general, in the time that the erect-position of Underground Station is positioned at trackside greenbelt, thereby can natural light be introduced by the mode of opening station top board, station is inner throws light on, but this lighting system has weakened the anti-side rigidity of structure, and public area area and passenger's passage space of station hall layer are reduced.
Summary of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art, Underground Station building structure is provided, by the setting of body of wall integrative-structure and vault construction, to reduce the overburden load of the greenbelt above top board, top board is supported without column, in realizing natural lighting, make the sense of station hall layer inner space stronger.
The utility model object realizes and being completed by following technical scheme:
A kind of Underground Station building structure, described Underground Station is the double-decker station structure of top station hall layer, bottom station layer, it is characterized in that: the side wall body of described station hall layer and described station layer both sides is structure as a whole, the top board supporting as earthing of described station hall layer is vault construction, and the avris of described vault construction has the inclined plane of downward direction.
Described vault construction is made up of horizontal top plate and the top flap that is positioned at described horizontal top plate avris, downward-sloping formation inclined plane, flap one end, described top, and be connected with described side wall body top.
In described horizontal top plate, at least offer place's loophole, described loophole top is provided with a plane skylight.
Described plane skylight is vault construction.
Between described station hall layer and described station layer, separate mutually by a middle plate with opening is set, described middle plate two ends fix by lateral opening slab with described side wall body respectively, and described opening is the passenger's access way between described station hall layer and described station layer.
Described middle plate is by thin-walled column fixed bearing, and described thin pier stud is arranged between the shield door in described platform district, and on the line between described shield door.
The width of described thin-walled column is not more than the width of described shield door.
The utility model has the advantages that: Underground Station natural light is introduced effective, and illumination zone is large; Station hall layer is without column, and its inner space sense is strong; The support effects of station hall layer top board is stable; The middle plate that adopts thin-walled column supporting station layer top, makes the width of station layer large, facilitates passenger current.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
The utility model feature and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
As shown in Figure 1, in figure, mark 1-15 is respectively: top flap 1, loophole 2, side wall 3, subterranean wall 4, slab coupling beam 5, middle plate cross binding 6, middle plate perforate 7, shield door 8, platform plate 9, uplift pile 10, station hall layer 11, station layer 12, top board cross binding 13, plane skylight 14, thin-walled column 15.
Embodiment: the underground station that the Underground Station building structure in the present embodiment is two-layer equation, comprise the station hall layer 11 that is positioned at B1 and the station layer 12 that is positioned at underground two layers, wherein because underground station erect-position is seated trackside greenbelt, so station hall layer 11 tops are existing trackside greenbelt.
As shown in Figure 1, station hall layer 11 and station layer 12 are all positioned at underground, and the side wall 3 of its both sides is structure as a whole and is positioned at subterranean wall 4 inner sides, and station hall layer 11 connects into entirety to improve the building structure stability of underground station with station layer 12 by the side wall 3 of integrative-structure.Between station hall layer 11 and station layer 12, separate by middle plate cross binding 6, the two ends of middle plate cross binding 6 are formed and are fixedly connected with the side wall 3 of both sides by slab coupling beam 5 respectively, and middle plate perforate 7 is travelled to and fro between the passage space between station hall layer 11 and station layer 12 as passenger.Serve as reasons top flap 1 of the top structure of station hall layer 11 forms with top board cross binding 13 vault construction supporting as earthing, wherein the both sides of top board cross binding 13 connect respectively one end of the top flap 1 of its two avris, the other end downward-sloping formation inclined plane of two top flaps 1 is also connected and fixed on side wall 3 tops of respective side, between the top flap 1 of two avris, connect and compose vault construction by top board cross binding 13, this vault construction alleviates the overburden load of the greenbelt of top by arch camber, thereby reduces its required support force.In top board cross binding 13, offer loophole 2, in order to introduce station hall layer 11 inside using extraneous natural light as illumination light.Top flap 1 has direction extension upwards with the junction of top board cross binding 13, this extension is above ground, the upper end, extension of two top flaps 1 is provided with the plane skylight 14 of domes, plane skylight 14 is positioned at the top of loophole 2, natural light is introduced in station hall layer 11 by plane skylight 14 and loophole 2, and plane skylight 14, the loophole 2 with light transmission have also increased the spatial impression of station hall layer 11 inside simultaneously.The top overburden load reducing based on station hall layer 11 top vault constructions, the top structure of whole station hall layer 11 supports without column, station hall layer 11 is interior to be hindered without column, thereby make the external of passenger to ground and feature obviously, view and available light free, sense of direction good, brings fully comfortable to passenger.
Station layer 12 base plates middle parts are fixed with platform plate 9, and platform plate 9 tops are the passenger region of waiting, and what be positioned at that passenger waits both sides, region is the upper and lower driving route of track traffic.Passenger waits isolated by shield door 8 between region and driving route, is fixed with thin-walled column 15 between shield door 8, and the lower end of thin-walled column 15 is supported on platform plate 9, plate cross binding 6 in the support of upper end.Now, due to middle plate cross binding 6 belows, to prop up column load less, just thin-walled column 15 combined with the width of shield door 8 and be arranged at the inactive region of shield door 8, and with shield door 8 conllinear, to reduce the occupied platform width of structural column as far as possible, thereby passenger's wait space and the spatial impression to station layer 12 are increased.Station layer 12 belows are interval and are fixedly installed the effect of some uplift piles 10 with the following water counter-force of opposing station layer 12 base plate.
The present embodiment is in the specific implementation: the plate body bearing capacity reducing while offering middle plate perforate 7 in order to make up in middle plate cross binding 6, can be by the thickness of plate cross binding 6 in increasing, and using limit, hole slab 9 as longitudinal beam to solve the transmission of lateral load, thereby improve the carrying to station hall layer 11.
The width of thin-walled column 15 can according in the load that provides of plate cross binding 6 determine, in general owing to offering middle plate perforate 7 in hollow 6, so its load is less, the width of thin-walled column 15 is without the width that is greater than shield door 8, both are concordant on cross section.
Claims (7)
1. a Underground Station building structure, described Underground Station is the double-decker station structure of top station hall layer, bottom station layer, it is characterized in that: the side wall body of described station hall layer and described station layer both sides is structure as a whole, the top board supporting as earthing of described station hall layer is vault construction, and the avris of described vault construction has the inclined plane of downward direction.
2. a kind of Underground Station building structure according to claim 1, it is characterized in that: described vault construction is made up of horizontal top plate and the top flap that is positioned at described horizontal top plate avris, downward-sloping formation inclined plane, flap one end, described top, and be connected with described side wall body top.
3. a kind of Underground Station building structure according to claim 2, is characterized in that: in described horizontal top plate, at least offer place's loophole, described loophole top is provided with a plane skylight.
4. a kind of Underground Station building structure according to claim 3, is characterized in that: described plane skylight is vault construction.
5. a kind of Underground Station building structure according to claim 1, it is characterized in that: between described station hall layer and described station layer, separate mutually by a middle plate with opening is set, described middle plate two ends fix by lateral opening slab with described side wall body respectively, and described opening is the passenger's access way between described station hall layer and described station layer.
6. a kind of Underground Station building structure according to claim 5, is characterized in that: described middle plate is by thin-walled column fixed bearing, and described thin pier stud is arranged between the shield door in described platform district, and on the line between described shield door.
7. a kind of Underground Station building structure according to claim 6, is characterized in that: the width of described thin-walled column is not more than the width of described shield door.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420239643.7U CN203834516U (en) | 2014-05-12 | 2014-05-12 | Rail transit underground station building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420239643.7U CN203834516U (en) | 2014-05-12 | 2014-05-12 | Rail transit underground station building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834516U true CN203834516U (en) | 2014-09-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420239643.7U Expired - Lifetime CN203834516U (en) | 2014-05-12 | 2014-05-12 | Rail transit underground station building structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203834516U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938652A (en) * | 2014-05-12 | 2014-07-23 | 上海市隧道工程轨道交通设计研究院 | Underground rail transit station architectural structure |
| CN109868838A (en) * | 2019-03-12 | 2019-06-11 | 西南交通大学 | A kind of rail traffic of underground utilities close quarters is without column station construction method |
-
2014
- 2014-05-12 CN CN201420239643.7U patent/CN203834516U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938652A (en) * | 2014-05-12 | 2014-07-23 | 上海市隧道工程轨道交通设计研究院 | Underground rail transit station architectural structure |
| CN103938652B (en) * | 2014-05-12 | 2016-04-06 | 上海市隧道工程轨道交通设计研究院 | Underground Station building structure |
| CN109868838A (en) * | 2019-03-12 | 2019-06-11 | 西南交通大学 | A kind of rail traffic of underground utilities close quarters is without column station construction method |
| CN109868838B (en) * | 2019-03-12 | 2019-11-26 | 西南交通大学 | A kind of rail traffic of underground utilities close quarters is without column station construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |