CN203531431U - Novel reinforced concrete large-scale cantilever rain tent - Google Patents
Novel reinforced concrete large-scale cantilever rain tent Download PDFInfo
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- CN203531431U CN203531431U CN201320654299.3U CN201320654299U CN203531431U CN 203531431 U CN203531431 U CN 203531431U CN 201320654299 U CN201320654299 U CN 201320654299U CN 203531431 U CN203531431 U CN 203531431U
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- cantilever
- rain cover
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- rain
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Abstract
The utility model provides a novel reinforced concrete large-scale cantilever rain tent which comprises an independent foundation (1), a cantilever foundation beam (2) which is arranged on the independent foundation (1) and has the rectangular section, a cantilever column (3) arranged on the upper portion of the cantilever foundation beam (2) and a cantilever rain tent beam (4) arranged on the upper portion of the cantilever column (3). A hidden-laid circular hollow cylinder drainage facility (8) is arranged from the cantilever rain tent beam (4) to the cantilever column (3) and then to the cantilever foundation beam (2) in a communicated mode. Each part is of a reinforced concrete structure. The structure of the rain tent is not involved in a main structure of a house, the stress state of an existing building is not influenced, the problem of influence on the stress state of the main structure of the house by the newly-established or rebuilt public building reinforced concrete large-scale cantilever rain tent is successfully solved, the sun shading function, the rainproof function, the lighting function, the lamplight illumination function and the hidden water drainage function are integrated by the novel reinforced concrete large-scale cantilever rain tent, the space effect and the landscape effect are remarkable, and the novel reinforced concrete large-scale cantilever rain tent is shown in front of people with an entirely new style.
Description
Technical field
The utility model belongs to construction work, specifically, relates to and a kind ofly waters reinforced concrete soil large-scale cantilever rain cover structure after novel.
Background technology
The main access of existing public building is all provided with wall or the large rain cover of post brace type conventionally, and the large rain cover of overhanging steel structure, board-like rain cover are not suitable with contemporary people gradually to the requirement of environmental quality and expectation.
The large-scale cantilever rain cover of the main setup of entrances and exits of newly-built public building exists the impact on main building structure stress, and prior art architectural construction does not meet reconstruction, enlarging is watered reinforced concrete soil large-scale cantilever rain cover behind the main access of public building.
Summary of the invention
The utility model is the large-scale cantilever rain cover of a kind of Novel reinforced concrete providing in order to overcome the deficiency of existing technology.
The utility model is achieved through the following technical solutions utility model object:
The large-scale cantilever rain cover of a kind of Novel reinforced concrete, comprise single footing, be arranged on Shang Wei square-section, single footing cantilever foundation beam, be arranged on the cantilever mast on cantilever foundation beam top and be arranged on the cantilever rain cover beam on cantilever mast top, from described cantilever rain cover beam to cantilever mast, be connected with to cantilever foundation beam inside the dark formula circular hollow cylinder drainage that applies, described each several part is reinforced concrete structure again.
A kind of preferred as the utility model, the outside of described cantilever rain cover beam is also provided with cantilever rain cover secondary beam, and described cantilever rain cover girder secondary beam is rectangular reinforced concrete structure.
Preferably another kind of as the utility model, dome skylight is set on described cantilever rain cover beam and cantilever rain cover girder secondary beam and secretly applies formula lighting, described dome skylight surrounding is provided with open drain, and rainwater enters the dark formula circular hollow cylinder drainage that applies along open drain, flow to underdrainage pipe network.
Preferred as another kind of the present utility model, described cantilever rain cover beam is provided with the dome-shaped dome skylight of 10 1200mm * 1200mm, and described dome skylight is dome-shaped.
Between the rain cover of cantilever described in the utility model and main house body structure, be provided with deformation joint, between the old and new's reinforced concrete structure, nothing involves.
The beneficial effects of the utility model:
Between this rain cover structure and main house body structure, nothing involves, do not affect the stress of existing building, can successfully solve reinforced concrete soil large-scale cantilever rain cover and affect main house body structural safety problem, and the sunshade of the utility model collection, rainproof, daylighting, lighting, dark draining is in one, space boundary and landscape effect are comparatively outstanding, with the style show of finding everything fresh and new in face of people.The utility model makes the innovation of architectural image and art environment reach function and artistic perfect adaptation, and social effect is good.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and the specific embodiment, the utility model is described in further detail:
Fig. 1 is large-scale cantilever rain cover foundation plan of the present utility model;
Fig. 2 is large-scale cantilever rain cover plan view;
Fig. 3 be in Fig. 2 1-1 to large-scale cantilever rain cover sectional drawing.
The specific embodiment
The large-scale cantilever rain cover of a kind of Novel reinforced concrete, by single footing 1, be arranged on single footing 1 as the cantilever foundation beam 2 of square-section, be arranged on the cantilever mast 3 on cantilever foundation beam 2 tops and be arranged on the cantilever rain cover beam 4 on cantilever mast 3 tops, from described cantilever rain cover beam 4 to cantilever mast 3, be connected with to cantilever foundation beam 2 inside the dark formula circular hollow cylinder drainage 8 that applies, described each several part is reinforced concrete structure again.In embodiment of the present utility model, single footing 1 bearing capacity of foundation soil meets distortion and requirement of strength, can guarantee basis safety, stable, durable use, the inner dark center that formula circular hollow cylinder drainage 8 is located at cantilever foundation beam 2 square-sections of applying of cantilever foundation beam 2, cantilever foundation beam 2 is pure bending and twisting member, and its bending resistance, shearing resistance, antitorque, overturning or slip resistance analysis are calculated and all met the demands.
In embodiment of the present utility model, the inner dark center that formula circular hollow cylinder drainage 8 is located at cantilever mast 3 square-sections of applying of cantilever mast 3, on it, communicate with rain cover drainage system, under it, communicate with cantilever foundation beam 2, form dark drainage system, cantilever mast 3 for curved, cut, turn round and compression member with large eccentricity, its bending resistance, shearing resistance, flexural compressive strength antitorque and pressure zone are calculated and are all met the demands.
In embodiment of the present utility model, cantilever rain cover girder and cantilever rain cover girder secondary beam 5 are also set on cantilever rain cover beam 4, for rectangular reinforced concrete structure, on cantilever rain cover beam 4 and cantilever rain cover girder secondary beam 5, be provided with the dome-shaped dome skylight of 10 1200mm * 1200mm and secretly apply formula lighting 7, dome skylight 6 surroundings are provided with open drain, rainwater, along the dark formula circular hollow cylinder drainage 8 that applies of open drain row, flows to underdrainage pipe network.
Cantilever construction rain cover in the present embodiment, comprise that reinforced concrete independent foundation 1, cantilever foundation beam 2, cantilever mast 3 and cantilever rain cover beam 4 all involve with main house body structure 10 nothings, between the old and new's structure, contact surface is provided with deformation joint 9, because of newly-built reinforced concrete soil large-scale cantilever rain cover, does not affect the safety of main house body structure 10.
The large-scale cantilever rain cover of a kind of Novel reinforced concrete provided by the utility model wherein single footing 1 is square-section with cantilever foundation beam 2, the cantilever mast 3 that is located at cantilever foundation beam end is square-section, in the inside of post, be provided with and dark apply formula circular hollow cylinder drainage 8, and doublely organize dark draining.
In embodiment of the present utility model, semi girder is that on post, one-sided cantilever rain cover beam 4 forms cantilevered structure with cantilever rain cover beam secondary beam 5 and outrigger base, it is 5.53m that its two cantilever rain cover beams 4 are carrying length, and face width is 10m, the large-scale cantilever rain cover of projected area 59.05m2.Whole rain cover bending resistance, shearing resistance, torsional strength and resistance to capsizing are enough.
In embodiment of the present utility model, lighting system is the lightlng hole of reserved 10 1200mm * 1200mm in the middle of rain cover structure, lightlng hole surrounding arranges the draining setting of anti-limit, rainwater is by secretly applying formula circular hollow cylinder drainage 8, enter dark drainage system, RAINBOW dome-shaped dome skylight is installed in each lightlng hole top, and daylighting is effective.
In embodiment of the present utility model, deformation joint 9 be after water and between reinforced concrete soil large-scale rain cover and main house body structure 10, establish 10mm heat-bodied oil felt folder asphalt plank, between the rain cover structure of formation and main house body structure 10, from top to bottom without involving, be independent of each other mutually.
Claims (5)
1. the large-scale cantilever rain cover of Novel reinforced concrete, it is characterized in that: comprise single footing (1), be arranged on single footing (1) upper for the cantilever foundation beam (2) of square-section, be arranged on the cantilever mast (3) on cantilever foundation beam (2) top and be arranged on the cantilever rain cover beam (4) on cantilever mast (3) top, from described cantilever rain cover beam (4) to cantilever mast (3), be connected with to cantilever foundation beam (2) inside the dark formula circular hollow cylinder drainage (8) that applies, described each several part is reinforced concrete structure again.
2. the large-scale cantilever rain cover of a kind of Novel reinforced concrete according to claim 1, it is characterized in that: the outside of described cantilever rain cover beam (4) is also provided with cantilever rain cover secondary beam (5), described cantilever rain cover girder secondary beam (5) is rectangular reinforced concrete structure.
3. the large-scale cantilever rain cover of a kind of Novel reinforced concrete according to claim 2, it is characterized in that: dome skylight (6) is set on described cantilever rain cover beam (4) and cantilever rain cover girder secondary beam (5) and secretly applies formula lighting (7), described dome skylight (6) surrounding is provided with open drain, rainwater enters the dark formula circular hollow cylinder drainage (8) that applies along open drain, flow to underdrainage pipe network.
4. the described large-scale cantilever rain cover of a kind of Novel reinforced concrete according to claim 3, is characterized in that: described cantilever rain cover beam (4) is provided with the dome skylight (6) of 10 1200mm * 1200mm, and described dome skylight (6) is dome-shaped.
5. according to the large-scale cantilever rain cover of a kind of Novel reinforced concrete described in any one in claim 1 to 4, it is characterized in that: between described cantilever rain cover and main house body structure (10), be provided with deformation joint (9), between the old and new's reinforced concrete structure, nothing involves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320654299.3U CN203531431U (en) | 2013-10-23 | 2013-10-23 | Novel reinforced concrete large-scale cantilever rain tent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320654299.3U CN203531431U (en) | 2013-10-23 | 2013-10-23 | Novel reinforced concrete large-scale cantilever rain tent |
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| Publication Number | Publication Date |
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| CN203531431U true CN203531431U (en) | 2014-04-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320654299.3U Withdrawn - After Issue CN203531431U (en) | 2013-10-23 | 2013-10-23 | Novel reinforced concrete large-scale cantilever rain tent |
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| Country | Link |
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| CN (1) | CN203531431U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590629A (en) * | 2013-10-23 | 2014-02-19 | 南京振高建设有限公司 | Novel large reinforced concrete cantilever awning |
-
2013
- 2013-10-23 CN CN201320654299.3U patent/CN203531431U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590629A (en) * | 2013-10-23 | 2014-02-19 | 南京振高建设有限公司 | Novel large reinforced concrete cantilever awning |
| CN103590629B (en) * | 2013-10-23 | 2015-07-22 | 南京振高建设有限公司 | Novel large reinforced concrete cantilever awning |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140409 Effective date of abandoning: 20150722 |
|
| RGAV | Abandon patent right to avoid regrant |