CN209260760U - A kind of subway station precast concrete side wall panel - Google Patents
A kind of subway station precast concrete side wall panel Download PDFInfo
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- CN209260760U CN209260760U CN201821827404.8U CN201821827404U CN209260760U CN 209260760 U CN209260760 U CN 209260760U CN 201821827404 U CN201821827404 U CN 201821827404U CN 209260760 U CN209260760 U CN 209260760U
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- connection
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- reinforcement rib
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Abstract
The utility model provides a kind of subway station precast concrete side wall panel, concrete plate body has respectively in bottom and top connects the vertical connection reinforcement rib connected with top for bottom, there is the horizontal connection ribs for left and right connection respectively in left end and right end, it is the overhanging beam and the upper Stepped Beam of connection for constituting ladder in vertical middle line, vertical connection reinforcement rib, overhanging beam, horizontal connection ribs and the upper Stepped Beam of connection vertically stretch to the side of plate, and protrusion height is identical, constitute stud for connection ribs.The utility model has the beneficial effects that template can be saved, improve execution conditions when production, raise labour productivity, accelerate construction progress, guarantees construction quality.The arch bar of no intermediate supports can be provided for large scale, large span, big sections of tunnel.
Description
Technical field
The utility model belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, more particularly to a kind ofly
Iron car station precast concrete side wall panel.
Background technique
Urban transportation construction at present is like a raging fire, as country is pushed further into pipe gallery, sponge Urban strategy, China
Big and medium-sized cities will start the new round climax of underground engineering construction, and due to the scarcity of the underground space, to collection, " Urban Underground is comprehensive
The demand of the Urban Underground Complex of conjunction piping lane, Urban Underground expressway, urban underground construction space " is huge.
The exploitation and construction of Japan and the American-European underground space maintain the leading position, and advocate at first and propose underground city and city
The synthesization of city's underground space and three-dimensional utility strategies, nineteen ninety propose Tokyo Declaration: the Devoting Major Efforts To Developing underground space, start people
Class new cave period, International Tunnelling Association in 2010 expand to tunnel and underground space association and declare: 21 century is underground
The century in space.
To mark international metropolis, become extensive style, booth large flat bread urban development pattern into intensive, solid mode, to underground
Want space；Break through urban land, air, water source, greenery patches, the per capita constraint of the resource environments total amount such as city space, the energy, environment；
Sea, greening deficiency, real estate finance transition, old town are seen to traffic congestion, air dirt, noise pollution, visual pollution, city
The urban disease that the tricks such as vigor decline incur life carries out comprehensive improvement；Change made in China cultivates height leading in the world into Created in China
Hold industry cluster.
Cities of Foreign Countries underground space development is with a long history, mostly combines commercial facility with Large Underground transport hub and stops
Parking lot holds a variety of traffic forms in the underground space synthesis type presentation of one.In the world, Japan and America and Europe are in underground sky
Between exploitation and construction maintain the leading position, advocate and propose the synthesization and solid of underground city and urban underground space at first
Change utility strategies.Totally see have out when including many countries of underground space synthesis of multiple transportation modes or multiple functions
It is existing, there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground is comprehensive
Body type.Therefore, there is an urgent need to develop underground space synthesises, adapt to national green building and the strategy of sustainable development.
Utility model content
The utility model provides a kind of subway station precast concrete side wall panel, it is therefore intended that solves " traffic congestion, sponge
The integrated World Cities development problem in city, pipe gallery " saves construction investment and makes that " on the ground, object and vehicle exist people
The green ecological ideal city of underground " provides technical solution.
To achieve the goals above, the technical solution adopted in the utility model are as follows:
A kind of subway station precast concrete side wall panel, including concrete plate body, lower bay, upper layer groove, vertically connect
Connect ribs, slope rib of putting more energy into, vertical mouth of connecting trough, overhanging beam, horizontal connection ribs, Stepped Beam, screw hole, ladder ox in connection
Leg ribs, installing port, the concrete plate body are rectangular slab, are respectively provided with bottom in the bottom and top of concrete plate body
Portion connects the vertical connection reinforcement rib connected with top, is respectively provided with left and right connection in the left end of concrete plate body and right end
Horizontal connection ribs, be equipped in the vertical midline of concrete plate body and constitute the overhanging beam of ladder and connect upper Stepped Beam,
Vertical connection reinforcement rib, overhanging beam, horizontal connection ribs and the upper Stepped Beam of connection vertically stretch to subway station concrete
The side of native side wall panel, and the height that vertical connection reinforcement rib, overhanging beam, horizontal connection ribs stretch out is identical, rank in connection
The height that terraced beam stretches out is the half of vertical connection reinforcement rib protrusion height, and vertical connection reinforcement rib, overhanging beam, horizontal connection add
Strong rib constitute stud for connection ribs；
Stud is entire concrete slab body thickness for the height that the ribs of connection extends perpendicularly out concrete plate body
One third forms lower bay between the vertical connection reinforcement rib and overhanging beam of bottom to half, at top
Upper layer groove is formed between vertical connection reinforcement rib and overhanging beam；
Cross is respectively set in the upside of the vertical connection reinforcement rib of the downside and bottom of the vertical connection reinforcement rib at top
Section is the slope rib of putting more energy into of triangle, and opens up several vertical mouth of connecting troughs, vertical mouth of connecting trough on the rib of slope respectively putting more energy into
It opens respectively to vertical connection reinforcement rib；
It is the ladder bracket ribs of triangle in the downside of overhanging beam setting cross section；
Screw hole is set on connecting upper Stepped Beam；
Several circular installing ports are opened up on horizontal connection ribs, the depth of installing port is that horizontal connection ribs is thick
The one third of degree opens up screw hole in the center of circle of installing port to half.
The utility model has the advantages that execution conditions when improvement makes improve the utility model has the beneficial effects that template can be saved
Labor productivity accelerates construction progress, and guarantees construction quality.Can for large scale, large span, big sections of tunnel provide without in
Between the arch bar that supports.
Detailed description of the invention
The subway station precast concrete side wall panel in the utility model is described further with reference to the accompanying drawing:
Fig. 1 is subway station precast concrete side wall panel schematic elevation view；
Fig. 2 is the A-A diagrammatic cross-section of Fig. 1；
In figure: 1 is concrete plate body；2 be lower bay；3 be upper layer groove；4 be vertical connection reinforcement rib；5 be to put more energy into
Slope rib；6 be vertical mouth of connecting trough；7 be overhanging beam；8 be horizontal connection ribs；9 be the upper Stepped Beam of connection；10 be screw hole；11
For ladder bracket ribs；12 be installing port.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
As depicted in figs. 1 and 2, a kind of subway station precast concrete side wall panel, including concrete plate body 1, lower bay
2, upper layer groove 3, vertical connection reinforcement rib 4, slope rib 5 of putting more energy into, vertical mouth of connecting trough 6, overhanging beam 7, horizontal connection ribs 8,
Stepped Beam 9, screw hole 10, ladder bracket ribs 11, installing port 12 in connection, concrete plate body 1 is rectangular slab, in bottom and top
Portion has respectively connects the vertical connection reinforcement rib 4 connected with top for bottom, has respectively in left end and right end and connects for left and right
The horizontal connection ribs 8 connect is that the overhanging beam 7 for constituting ladder and the upper Stepped Beam 9 of connection, vertical connection add in vertical middle line
Strong rib 4, overhanging beam 7, horizontal connection ribs 8 and the upper Stepped Beam 9 of connection vertically stretch to the side of plate, and protrusion height phase
Together, constitute stud for connection ribs；
Stud for connection ribs extend perpendicularly out concrete plate body 1 height be entire plate thickness one third extremely
Half, and it is respectively formed lower bay 2, upper layer groove 3；
At top, the upside of the vertical connection reinforcement rib 4 in the downside of vertical connection reinforcement rib 4 and bottom is respectively set transversal
Face is the slope rib 5 of putting more energy into of triangle, and opens up several vertical mouth of connecting troughs 6, vertical mouth of connecting trough on slope rib 5 respectively putting more energy into
6 open respectively to vertical connection reinforcement rib 4；
It is the ladder bracket ribs 11 of triangle in the downside of overhanging beam 7 setting cross section；It is set connecting upper Stepped Beam 9
The screw hole 10 set；On horizontal connection ribs 8, several circular installing ports 12 are opened up, the depth of installing port 12 is horizontal connects
The one third of 8 thickness of ribs is connect to half, and opens up screw hole 10 in the center of circle of installing port 12.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (1)
1. a kind of subway station precast concrete side wall panel, including concrete plate body (1), lower bay (2), upper layer groove (3),
Vertical connection reinforcement rib (4), vertical mouth of connecting trough (6), overhanging beam (7), horizontal connection ribs (8), connects slope rib (5) of putting more energy into
Connect Stepped Beam (9), screw hole (10), ladder bracket ribs (11), installing port (12), it is characterised in that:
The concrete plate body (1) is rectangular slab, is respectively provided with bottom in the bottom and top of concrete plate body (1) and connects
The vertical connection reinforcement rib (4) connected with top is respectively provided with left and right connection in the left end of concrete plate body (1) and right end
Horizontal connection ribs (8), concrete plate body (1) vertical midline be equipped with constitute ladder overhanging beam (7) and connection
Upper Stepped Beam (9), vertical connection reinforcement rib (4), overhanging beam (7), horizontal connection ribs (8) and connection upper Stepped Beam (9) are equal
Vertically stretch to the side of subway station precast concrete side wall panel, and vertical connection reinforcement rib (4), overhanging beam (7), horizontal connection
The height that ribs (8) stretches out is identical, and the height that Stepped Beam (9) stretches out in connection is vertical connection reinforcement rib (4) protrusion height
Half, vertical connection reinforcement rib (4), overhanging beam (7), horizontal connection ribs (8) constitute stud for connection add
Strong rib；
Stud is entire concrete plate body (1) thickness for the height that the ribs of connection extends perpendicularly out concrete plate body (1)
One third to half, and form lower bay between the vertical connection reinforcement rib (4) of bottom and overhanging beam (7)
(2), upper layer groove (3) are formed between the vertical connection reinforcement rib (4) at top and overhanging beam (7)；
It is respectively set in the upside of the vertical connection reinforcement rib (4) of the downside and bottom of the vertical connection reinforcement rib (4) at top
Cross section is putting more energy into slope rib (5) for triangle, and opens up several vertical mouth of connecting troughs (6) on slope rib (5) respectively putting more energy into, and is erected
It opens respectively to mouth of connecting trough (6) to vertical connection reinforcement rib (4)；
It is the ladder bracket ribs (11) of triangle in the downside of overhanging beam (7) setting cross section；
Screw hole (10) are set on connecting upper Stepped Beam (9)；
Several circular installing ports (12) are opened up on horizontal connection ribs (8), the depth of installing port (12) is horizontal connection
The one third of ribs (8) thickness opens up screw hole (10) in the center of circle of installing port (12) to half.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821827404.8U CN209260760U (en) | 2018-11-07 | 2018-11-07 | A kind of subway station precast concrete side wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821827404.8U CN209260760U (en) | 2018-11-07 | 2018-11-07 | A kind of subway station precast concrete side wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260760U true CN209260760U (en) | 2019-08-16 |
Family
ID=67553883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821827404.8U Active CN209260760U (en) | 2018-11-07 | 2018-11-07 | A kind of subway station precast concrete side wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260760U (en) |
-
2018
- 2018-11-07 CN CN201821827404.8U patent/CN209260760U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200414 Address after: The 12 group of 201517 Shanghai city Jinshan District Lu Zhen Liu Qiao Cun Patentee after: SHANGHAI XINGSHAN CONCRETE MEMBER Co.,Ltd. Address before: Hunnan Hunnan Road Shenyang city Liaoning province 110168 No. 9 Patentee before: SHENYANG JIANZHU University |