CN204001342U - A kind of large-span steel-reinforced concrete structure - Google Patents
A kind of large-span steel-reinforced concrete structure Download PDFInfo
- Publication number
- CN204001342U CN204001342U CN201420467886.6U CN201420467886U CN204001342U CN 204001342 U CN204001342 U CN 204001342U CN 201420467886 U CN201420467886 U CN 201420467886U CN 204001342 U CN204001342 U CN 204001342U
- Authority
- CN
- China
- Prior art keywords
- rib grid
- upper rib
- grid
- support abutment
- lower rib
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
A kind of large-span steel-reinforced concrete structure, by left support abutment (1), right support abutment (2), lower rib grid (3), place, crosspoint shear connector (4), upper rib grid (5) and panel (6) form, left support abutment (1), right support abutment (2) supports lower rib grid (3) and upper rib grid (5), lower rib grid (3) and upper rib grid (5) are open-spandrel sandwich board, between lower rib grid (3) and upper rib grid (5), there is place, crosspoint shear connector (4), upper rib grid (5) has panel (6) above, open-spandrel sandwich board is hollow sandwich mesh cylinder arch, descend rib grid (3) and upper rib grid (5) to be deformed into curve form, the stressed form for arch of lower rib grid (3) and upper rib grid (5).The utility model economy is reliable and pattern is attractive in appearance, impression quality and the unmanageable difficult problem of geometric shape in precipitous concreting have been solved, be applicable to large space, large-span concrete roofing and top cover within the scope of 22～48m, be specially adapted to sport category venue, concert hall, cinema etc.
Description
Technical field
The utility model belongs to building field, particularly relates to a kind of reinforced concrete structure of large span, is steel concrete hollow sandwich mesh cylinder arch and latticed shell structure.
Background technology
As everyone knows, in long span flat slab tendon concrete structure, height and the scale of construction of concrete girder are larger, generally, can consider concrete girder to apply prestressing force or concrete girder is made to girder with rolled steel section en cased in concrete, so not only construction trouble, cost is also relatively high.Need a kind of new structure, be adapted at compared with using in the reinforced concrete structure of large span, and there is good degree of safety and good technical-economic index.
Summary of the invention
The purpose of this utility model is to provide a kind of steel concrete hollow sandwich mesh cylinder arch and latticed shell structure, this structure economics is reliable and pattern is attractive in appearance, impression quality and the unmanageable difficult problem of geometric shape in precipitous concreting have been solved, be applicable to large space, large-span concrete roofing and top cover within the scope of 22～48m, be specially adapted to the public works such as sport category venue, concert hall, cinema.
The purpose of this utility model and solve its technical problem underlying and realize by the following technical solutions: a kind of large-span steel-reinforced concrete structure, by left support abutment 1, right support abutment 2, lower rib grid 3, place, crosspoint shear connector 4, upper rib grid 5 and panel 6 form, left support abutment 1, right support abutment 2 supports lower rib grid 3 and upper rib grid 5, lower rib grid 3 and upper rib grid 5 are open-spandrel sandwich board, between lower rib grid 3 and upper rib grid 5, there is place, crosspoint shear connector 4, upper rib grid 5 has panel 6 above, open-spandrel sandwich board is hollow sandwich mesh cylinder arch, descend rib grid 3 and upper rib grid 5 to be deformed into curve form, the impact of shear strain is less, the stressed form for arch of lower rib grid 3 and upper rib grid 5, i.e. the effect of main Axial Compression Loads power, the moment of flexure of lower rib grid 3, place, crosspoint shear connector 4, upper rib grid 5 is less.
The Sandwich Plates overall height that hollow sandwich arch is divided is 650CM.
Upper rib and lower rib concrete cross section are 350CM * 180CM.
The utility model compared with prior art has obvious advantage and beneficial effect.From above technical scheme, the utlity model has following characteristics:
1, steel concrete hollow sandwich mesh cylinder arch and latticed shell structure are the building structure that a kind of economy is reliable and pattern is attractive in appearance.
2, passed through concrete parameters design, the time of building is controlled, antitrickle is processed, the measure such as maintenance comprehensively, has solved impression quality and the unmanageable difficult problem of geometric shape in precipitous concreting.
3, the application of virtual technology, has met the requirement of measurement and positioning between Quick air, has improved setting accuracy and operating efficiency.
4, in practice of construction, adopt " twice in-situ casting monolithic construction method ", first floor is built lower ribbed arch type girt strip, and the second layer is built shear connector, upper rib arch beam and arch form plate.
The utility model is applicable to large space, large-span concrete roofing and the top cover within the scope of 22～48m, is specially adapted to the public works such as sport category venue, concert hall, cinema.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation,
Fig. 2 is left support abutment structural representation,
Fig. 3 is right support abutment structural representation,
Fig. 4 is open-spandrel sandwich board structural representation,
Fig. 5 is shear connector schematic diagram,
Fig. 6 is the top view of Fig. 5,
Fig. 7 is the sectional view of Fig. 6.
Mark in figure: 1, left support abutment, 2, right support abutment, 3, lower rib grid, 4, shear connector, 5, upper rib grid, 6, panel.
The specific embodiment
Below in conjunction with accompanying drawing and preferred embodiment, a kind of large-span steel-reinforced concrete structure specific embodiment, structure, feature and effect thereof to according to the utility model proposes, be described in detail as follows.
Referring to Fig. 1-7, a kind of large-span steel-reinforced concrete structure, by left support abutment 1, right support abutment 2, lower rib grid 3, place, crosspoint shear connector 4, upper rib grid 5 and panel 6, formed, left support abutment 1, right support abutment 2 support lower rib grid 3 and upper rib grid 5, lower rib grid 3 and upper rib grid 5 are open-spandrel sandwich board, between lower rib grid 3 and upper rib grid 5, there is place, crosspoint shear connector 4, upper rib grid 5 has panel 6 above, open-spandrel sandwich board is hollow sandwich mesh cylinder arch, descend rib grid 3 and upper rib grid 5 to be deformed into curve form, the impact of shear strain is less; The stressed form for arch of lower rib grid 3 and upper rib grid 5, i.e. the effect of main Axial Compression Loads power, the moment of flexure of lower rib grid 3, place, crosspoint shear connector 4, upper rib grid 5 is less.
The Sandwich Plates overall height that hollow sandwich arch is divided is 650CM.
Upper rib and lower rib concrete cross section are 350CM * 180CM.
The utility model economy is reliable and pattern is attractive in appearance, impression quality and the unmanageable difficult problem of geometric shape in precipitous concreting have been solved, be applicable to large space, large-span concrete roofing and top cover within the scope of 22～48m, be specially adapted to the public works such as sport category venue, concert hall, cinema.
The above, it is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, any technical solutions of the utility model content that do not depart from, any simple modification, equivalent variations and the modification above embodiment done according to technical spirit of the present utility model, all still belong in the scope of technical solutions of the utility model.
Claims (3)
1. a large-span steel-reinforced concrete structure, it is characterized in that: by left support abutment (1), right support abutment (2), lower rib grid (3), place, crosspoint shear connector (4), upper rib grid (5) and panel (6) form, left support abutment (1), right support abutment (2) supports lower rib grid (3) and upper rib grid (5), lower rib grid (3) and upper rib grid (5) are open-spandrel sandwich board, between lower rib grid (3) and upper rib grid (5), there is place, crosspoint shear connector (4), upper rib grid (5) has panel (6) above, open-spandrel sandwich board is hollow sandwich mesh cylinder arch, descend rib grid (3) and upper rib grid (5) to be deformed into curve form, the stressed form for arch of lower rib grid (3) and upper rib grid (5).
2. a kind of large-span steel-reinforced concrete structure as claimed in claim 1, is characterized in that: the Sandwich Plates overall height that hollow sandwich arch is divided is 650CM.
3. a kind of large-span steel-reinforced concrete structure as claimed in claim 1, is characterized in that: upper rib and lower rib concrete cross section are 350CM * 180CM.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420467886.6U CN204001342U (en) | 2014-08-19 | 2014-08-19 | A kind of large-span steel-reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420467886.6U CN204001342U (en) | 2014-08-19 | 2014-08-19 | A kind of large-span steel-reinforced concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001342U true CN204001342U (en) | 2014-12-10 |
Family
ID=52041365
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420467886.6U Expired - Fee Related CN204001342U (en) | 2014-08-19 | 2014-08-19 | A kind of large-span steel-reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001342U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484410A (en) * | 2016-01-11 | 2016-04-13 | 李晓平 | Rotating curved surface dome structure of reinforced concrete cavity wallboard lattice |
| CN115711006A (en) * | 2022-11-24 | 2023-02-24 | 中国建筑设计研究院有限公司 | Reinforced concrete large-span thin-shell building structure |
-
2014
- 2014-08-19 CN CN201420467886.6U patent/CN204001342U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484410A (en) * | 2016-01-11 | 2016-04-13 | 李晓平 | Rotating curved surface dome structure of reinforced concrete cavity wallboard lattice |
| CN115711006A (en) * | 2022-11-24 | 2023-02-24 | 中国建筑设计研究院有限公司 | Reinforced concrete large-span thin-shell building structure |
| CN115711006B (en) * | 2022-11-24 | 2023-09-12 | 中国建筑设计研究院有限公司 | Reinforced concrete large-span thin-shell building structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203866966U (en) | Novel assembly type frame core tube steel structure residential housing system | |
| CN204001695U (en) | A kind of aluminum alloy formwork system that is used in shrinkage joint building operations | |
| CN104929290B (en) | Large-span steel-reinforced concrete orthogonal-diagonal lattice hollow floor system and preparation method thereof | |
| CN102966050B (en) | Longitudinal connection method for steel-concrete combined beam and existing reinforced concrete T beam | |
| CN103046645B (en) | A kind of whole casting structure and construction method of Large-span Precast | |
| CN206428968U (en) | A kind of steel bar girder formula is without supporting template system | |
| CN204326337U (en) | A kind of prestressed concrete ribbed thin slab bidirectional laminated slab superstructure | |
| CN108589969B (en) | Combined assembly type shear wall with vertical ECC energy consumption belt and manufacturing method thereof | |
| CN203429848U (en) | T-shaped rib frame honeycomb composite floor slab | |
| CN204001342U (en) | A kind of large-span steel-reinforced concrete structure | |
| CN203049913U (en) | Structural steel constructional column | |
| CN102995805A (en) | Honeycomb hole type rib frame prestress reinforced concrete laminated plate | |
| CN202831751U (en) | Two-way dense rib type storage pocket barricade | |
| CN108643429B (en) | But height-adjusting's assembled coincide floor | |
| CN201972417U (en) | Lightweight wood structure roof system | |
| CN201713970U (en) | Structural system with light multi-ribbed plates and light multi-ribbed floor systems | |
| CN104727446A (en) | Construction method of large aluminum alloy formwork at settlement joint | |
| CN110894744A (en) | Truss wallboard for manufacturing shear wall, shear wall manufactured by using truss wallboard and manufacturing method of shear wall | |
| CN203200982U (en) | Steel bar truss buckling hanging type floor support plate | |
| CN204703350U (en) | A kind of assembling composite floor | |
| CN203429845U (en) | Cellular ribbed frame composite floor slab | |
| CN202492930U (en) | Connecting device of composite wallboards and floorslabs | |
| CN106193404A (en) | A kind of unformed cast-in-situ floor and construction method thereof | |
| CN203113579U (en) | Honeycomb type rib frame prestress reinforced concrete superimposed board | |
| CN201962842U (en) | Combined plate of concrete and lightweight concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CONSTRUCTION ENGINEERING GROUP CO., LTD. OF GUIZHO Effective date: 20150707 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150707 Address after: 550001 Guizhou province Guiyang Shifeng Road No. 68 Patentee after: NO.1 CONSTRUCTION ENGINEERING CO., LTD. OF GUIZHOU CONSTRUCTION AND ENGINEERING Group Patentee after: GUIZHOU CONSTRUCTION AND ENGINEERING Group Address before: 550001 Guizhou province Guiyang Shifeng Road No. 68 Patentee before: NO.1 CONSTRUCTION ENGINEERING CO., LTD. OF GUIZHOU CONSTRUCTION AND ENGINEERING GROUP |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |