CN202148598U - 45-degree inclined large cantilever reinforced concrete structure - Google Patents
45-degree inclined large cantilever reinforced concrete structure Download PDFInfo
- Publication number
- CN202148598U CN202148598U CN201120181615U CN201120181615U CN202148598U CN 202148598 U CN202148598 U CN 202148598U CN 201120181615 U CN201120181615 U CN 201120181615U CN 201120181615 U CN201120181615 U CN 201120181615U CN 202148598 U CN202148598 U CN 202148598U
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- batter post
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- frame
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Abstract
The utility model provides a 45-degree inclined large cantilever reinforced concrete structure, wherein an outer cantilever batter post (1) inclines outwards; the bottom of the outer cantilever batter post (1) is fixedly connected with a frame post (2) which is vertical and upright; an included angle formed between the outer cantilever batter post (1) and the frame post (2) is 45 degrees; the outer cantilever batter post (1) and the top of the frame post (2) are levelly and fixedly connected with the front end of a top frame beam (5); the fixed intersection of the bottom of the outer cantilever batter post (1) and the vertical and upright frame post (2) is levelly and fixedly connected with a two-layer frame beam (3); a frame batter post (6) is obliquely fixed at the other side relative to the structure; and the upper end of the frame batter post (6) is fixedly connected with the rear end of the top frame beam (5). The 45-degree inclined large cantilever reinforced concrete structure has steady structure, clear force transmission, reasonable force, short construction period, low cost, better economy, is safe, reliable, convenient to operate and in field splicing.
Description
Technical field
The utility model relates to International Classification of Patents patent classification E04G building construction technology, like concrete pouring building unit technical field, and 45 ° of inclinations reinforced concrete structure of encorbelmenting greatly especially.
Background technology
In the known technology, the steel concrete overhanging component, for example outstanding; Outrigger, cantilevered plate, the cornice or the like of encorbelmenting are used much in construction work, because factors such as design and unreasonable structure; The quality accident that occurs is also more, normally uses such as crack, inclination, the excessive influence of amount of deflection.The unsettled steel concrete suspension bracket of 200,820,303,656 1 kinds of high-altitude overhangings of disclosed comparatively approaching correlation technique such as number of patent application, by extend to from pouring concrete concrete to be poured position encorbelment tripod be positioned at the suspension bracket of encorbelmenting of treating the pouring concrete periphery and being connected under the tripod of encorbelmenting and be combined into the steel work support body.The above-mentioned tripod of encorbelmenting was connected beam and is connected as a single entity side by side by two isoceles triangle shaped steel frames and the suspension bracket Lian Liang that is connected therebetween, middle door frame, connecting rod, preceding Di Lianliang, middle Di Lianliang, the end, back; Wherein, In Di Lianliang and the back end connect beam and be fixedly connected with pouring concrete by bolt respectively; The preceding end, connects beam and is connected with the front of the suspension bracket of encorbelmenting, and suspension bracket connects beam and is connected with the back of the suspension bracket of encorbelmenting; The above-mentioned suspension bracket of encorbelmenting is a framework by steel joist, and the bottom surface of framework is sealed by sheet material, is sealed by safety net all around.This technology discloses a kind of overhanging component and builds the high-altitude suspension bracket, does not relate to the structure technology content of overhanging component yet.Relevant technical scheme is not seen open as yet.
Summary of the invention
Structure, especially 45 ° of inclinations that the purpose of the utility model provides a kind of large span overhanging component that tilts reinforced concrete structure of encorbelmenting greatly.
Realize that the measure of the utility model goal of the invention comprises: choose the batter post outward inclining outward; Choosing the batter post bottom outward is fixedly connected with the frame column that stands vertically; Choose outward that angle is 45 ° between batter post and frame column; Choose batter post outward and be fixedly connected the top-level boxes front end of setting a roof beam in place with the frame column top, horizontal; Choose outward batter post bottom and the frame column that stands vertically be fixedly connected the position also horizontal fixed be connected two layers of Vierendeel girder, at the relative opposite side inclination of structure fixed frame batter post, be fixedly connected with the top-level boxes rear end of setting a roof beam in place on the framework batter post.
The advantage of the utility model is: Stability Analysis of Structures, and safe and reliable, power transmission is clear and definite, reasonable stress; It is convenient to construct, and implements the duration shortening; Can prefabricated parts, on-the-spot splicing assembling; Cost is low, good economy performance.
Description of drawings
Fig. 1 is the utility model structural representation
Reference numeral: choose batter post 1 outward, 3, three layers of Vierendeel girder 4 of 2, two layers of Vierendeel girder of frame column, top-level boxes sets a roof beam in place 5, framework batter post 6, Zhongting support column 7.
The specific embodiment
Below in conjunction with specific embodiment, describe:
Choose batter post 1 outward inclining outward; Choosing batter post 1 bottom outward is fixedly connected with the frame column that stands vertically 2; Choosing 2 angles of batter post 1 and frame column outward is 45 °, chooses batter post 1 outward and is fixedly connected top-level boxes 5 front ends of setting a roof beam in place with frame column 2 top, horizontal, choose outward batter post 1 bottom and the frame column that stands vertically 2 fixed connection positions also horizontal fixed be connected two layers of Vierendeel girder 3; At the relative opposite side inclination of structure fixed frame batter post 6, framework batter post 6 upper ends and top-level boxes 5 rear ends of setting a roof beam in place are fixedly connected.
Two layers of Vierendeel girder 3 and top-level boxes set a roof beam in place between 54, three layers of Vierendeel girder 4 two ends of three layers of Vierendeel girder of horizontal fixed respectively with choose batter post 1 outward and be fixedly connected with framework batter post 6.
Perhaps, middle part, three layers of Vierendeel girder 4 rear end is passed framework batter post 6 and is fixedly connected, and three layers of Vierendeel girder 4 rear end tilt to be fixedly connected Zhongting support column 7, and Zhongting support column 7 is cross-shaped with framework batter post 6 hypomeres.
With the enforcement parameter that realizes for example, choose batter post 1 outward and locate 45 ° of inclinations of main body for 6 liang with the framework batter post, top-level boxes is set a roof beam in place, and to stretch out frame column 2 segment length J be 19.15 meters to 5 front ends; Form large span high-altitude overhanging structure; Horizontal dimension building structure single face is provided with support system upright projection length, promptly top-level boxes set a roof beam in place 5 length and framework batter post 6 length S horizontal projection length with reach 63m, frame column 2 height H are 45m; In above embodiment; Do not reach the technology such as manufacturing, installation and operation of narration, and the employing prior aries such as other necessary technologies that relate to enforcement, detailed description enumerated no longer successively.
Claims (3)
- The reinforced concrete structure 1.45 ° inclination is encorbelmented greatly; It is characterized in that; Choose batter post (1) outward inclining outward, choose batter post (1) bottom outward and be fixedly connected, choose outward that angle is 45 ° between batter post (1) and frame column (2) with the frame column that stands vertically (2); Choose batter post (1) outward and be fixedly connected top-level boxes (5) front end of setting a roof beam in place with frame column (2) top, horizontal; Choose outward batter post (1) bottom and the frame column that stands vertically (2) be fixedly connected the position also horizontal fixed be connected two layers of Vierendeel girder (3), at the relative opposite side inclination of structure fixed frame batter post (6), (5) rear end of setting a roof beam in place with top-level boxes on the framework batter post (6) is fixedly connected.
- 2. 45 ° of inclinations as claimed in claim 1 reinforced concrete structure of encorbelmenting greatly; It is characterized in that; Two layers of Vierendeel girder (3) and the top-level boxes three layers of Vierendeel girder of horizontal fixed (4) between (5) of setting a roof beam in place, three layers of Vierendeel girder (4) two ends respectively with choose batter post (1) outward and be fixedly connected with framework batter post (6).
- 3. 45 ° of inclinations as claimed in claim 1 reinforced concrete structure of encorbelmenting greatly; It is characterized in that; Middle part, three layers of Vierendeel girder (4) rear end is passed framework batter post (6) and is fixedly connected; Three layers of Vierendeel girder (4) rear end tilts to be fixedly connected Zhongting support column (7), and Zhongting support column (7) is cross-shaped with framework batter post (6) hypomere.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120181615U CN202148598U (en) | 2011-06-01 | 2011-06-01 | 45-degree inclined large cantilever reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120181615U CN202148598U (en) | 2011-06-01 | 2011-06-01 | 45-degree inclined large cantilever reinforced concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202148598U true CN202148598U (en) | 2012-02-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120181615U Expired - Fee Related CN202148598U (en) | 2011-06-01 | 2011-06-01 | 45-degree inclined large cantilever reinforced concrete structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN202148598U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281404A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of building |
| CN109281394A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of shear wall-concrete truss overhanging construction |
| CN109372123A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of interlayer cantilevered concrete truss formula building |
| CN110130552A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies floorboard structure and production method |
-
2011
- 2011-06-01 CN CN201120181615U patent/CN202148598U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281404A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of building |
| CN109281394A (en) * | 2018-08-20 | 2019-01-29 | 中民筑友科技投资有限公司 | A kind of shear wall-concrete truss overhanging construction |
| CN109372123A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of interlayer cantilevered concrete truss formula building |
| CN109281394B (en) * | 2018-08-20 | 2023-08-29 | 中民筑友科技投资有限公司 | Shear wall-concrete truss overhanging type building |
| CN109281404B (en) * | 2018-08-20 | 2023-08-29 | 中民筑友科技投资有限公司 | Building |
| CN109372123B (en) * | 2018-08-20 | 2023-08-29 | 中民筑友科技投资有限公司 | Interlayer overhanging concrete truss type building |
| CN110130552A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies floorboard structure and production method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120222 Termination date: 20200601 |