CN106592751A - Large-span steel corridor with railings - Google Patents
Large-span steel corridor with railings Download PDFInfo
- Publication number
- CN106592751A CN106592751A CN201610988837.0A CN201610988837A CN106592751A CN 106592751 A CN106592751 A CN 106592751A CN 201610988837 A CN201610988837 A CN 201610988837A CN 106592751 A CN106592751 A CN 106592751A
- Authority
- CN
- China
- Prior art keywords
- steel
- railing
- big
- vestibule
- handrail
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0046—Loggias
Abstract
The invention discloses a large-span steel corridor with railings. The large-span steel corridor comprises two floor steel beams parallel to each other. The large-span steel corridor is characterized in that each floor steel beam is perpendicularly provided with the multiple railings at equal intervals and a lengthwise handrail, the free ends of all the railings are connected with the handrail, and the floor steel beams, the railings and the handrails are fixedly connected to form an open-web truss which is stressed jointly. According to the large-span steel corridor with the railings, the local open-web truss is formed by effectively utilizing the railings, a large-span structure is obtained, functions and requirements of a building are met, the appearance is attractive, and the corridor is light.
Description
Technical field
The invention belongs to building field, and in particular to a kind of big across steel vestibule with railing.
Background technology
At present, the big application across steel vestibule is widely in public building.It is general adopt steel truss structure with realize greatly across
Degree；But, the clear height in the engineering of part to building is required, and steel truss generally height is higher, it is impossible to meet building clear height and
Other modeling requirements.How to design it is a kind of both met clear height require, big across the steel gallery structure of intensity requirement be urgently to solve at present
Technical problem certainly.
The content of the invention
In order to overcome the problems referred to above, the present invention to provide a kind of band hurdle that is slim and graceful, meeting clear height and intensity requirement handsome in appearance
Big across the steel vestibule of bar.
A kind of big across steel vestibule with railing of offer is the technical scheme is that, it includes two floor steels being parallel to each other
Beam, it is characterised in that：The first-class spacing of each flooring girder steel it is vertically installed with the connection institute of several railings and a lengthwise
There is the handrail of the railing free end, the flooring girder steel, railing are fixedly connected to form the empty stomach purlin of common stress with handrail
Frame.
Preferably, the railing is fixedly installed on the flooring girder steel by way of riveting or welding.
Preferably, the cross section of the railing and handrail is rectangle.
Preferably, concrete slab or steel bar truss floor support plate are provided with described in two between flooring girder steel.
Preferably, the free end of the railing is fixedly installed a reinforcement steel plate, and the handrail is fixedly installed on the reinforcement
On steel plate.
Preferably, the flooring girder steel is H profile steel, cross-shaped steel or square steel tube.
Preferably, the concave surface of the both sides of the flooring girder steel is equally spacedly provided with several connection flooring girder steels
Upper and lower surface is increasing the ribbed stiffener of the floor steel beam strength.
Big across the steel vestibule effectively utilizes railing with railing of the present invention forms local vierendeel truss, realizes the big of structure
Across the present invention has further the advantage that：
（1）Moulding is slim and graceful：Effectively reduce steel vestibule and take space；
（2）Simple structure：Vierendeel truss is formed by the use of railing as primary structure member；
（3）Economy：More common steel truss vestibule structural form has higher economy；
（4）The suitability：Suitable for width<4m, the steel vestibule of large span.
Description of the drawings
Fig. 1 is a kind of big transverse cross-sectional view across steel vestibule with railing of preferred embodiment；
Fig. 2 is the transverse sectional view of railing and handrail junction；
Fig. 3 is the transverse sectional view of railing and flooring girder steel.
Specific embodiment
The specific embodiment of the present invention is described in further detail below.
As shown in Figure 1 to Figure 3, a kind of big across steel vestibule with railing 12 of the invention includes two floor steels being parallel to each other
Beam 10, is equally spacedly vertically installed with all railings 12 of connection of several lengthwises of railing 12 and certainly on each flooring girder steel 10
By the handrail 14 held.Concrete slab 20 is provided between two flooring girder steels 10（Or adopt steel bar truss floor support plate）.Railing 12
It is fixedly installed on flooring girder steel 10 by way of riveting or welding；Flooring girder steel 10, railing 12 are fixedly connected with handrail 14
To form the vierendeel truss of common stress.
Further, the cross section of railing 12 and handrail 14 is rectangle, and railing 12 and the handrail 14 of railing 12 are outside face
Without constraint, Out-of Plane Stiffness is improved using rectangular tube, to ensure the lateral stability of railing 12 and handrail 14.
The free end of railing 12 is fixedly installed a reinforcement steel plate 16, and handrail 14 is fixedly installed on reinforcement steel plate 16, to increase
Plus the intensity of railing 12.
Flooring girder steel 10 is H profile steel, cross-shaped steel or square steel tube.The concave surface of the both sides of flooring girder steel 10 equally spacedly sets
Several ribbed stiffeners 18 are equipped with, ribbed stiffener 18 connects the upper and lower surface of flooring girder steel 10 and side to increase the intensity of flooring girder steel 10.
A kind of above example only present invention embodiment therein, its description is more concrete and detailed, but can not
Therefore it is interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that for the person of ordinary skill of the art,
Without departing from the inventive concept of the premise, some deformations and improvement can also be made, these belong to the protection model of the present invention
Enclose.Therefore, the protection domain of patent of the present invention should be defined by claims.
Claims (7)
1. a kind of big across steel vestibule with railing, it includes the two flooring girder steels being parallel to each other, it is characterised in that：Each building
The handrail of all railing free ends of the connection of several railings and a lengthwise, institute are equally spacedly vertically installed with the girder steel of face
State flooring girder steel, railing to be fixedly connected to form the vierendeel truss of common stress with handrail.
2. big across the steel vestibule with railing according to claim 1, it is characterised in that：The railing is by riveting or welds
Mode be fixedly installed on the flooring girder steel.
3. big across the steel vestibule with railing according to claim 1, it is characterised in that：The cross section of the railing and handrail
It is rectangle.
4. big across the steel vestibule with railing according to claim 1, it is characterised in that：Arrange between flooring girder steel described in two
There are concrete slab or steel bar truss floor support plate.
5. big across the steel vestibule with railing according to claim 1, it is characterised in that：The free end of the railing is fixed and set
A reinforcement steel plate is put, the handrail is fixedly installed on the reinforcement steel plate.
6. big across the steel vestibule with railing according to claim 1, it is characterised in that：The flooring girder steel be H profile steel, ten
Shaped steel or square steel tube.
7. big across the steel vestibule with railing according to claim 6, it is characterised in that：The both sides of the flooring girder steel it is recessed
Several described flooring girder steel upper and lower surfaces of connection are equally spacedly provided with face to increase putting more energy into for the floor steel beam strength
Rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610988837.0A CN106592751A (en) | 2016-11-10 | 2016-11-10 | Large-span steel corridor with railings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610988837.0A CN106592751A (en) | 2016-11-10 | 2016-11-10 | Large-span steel corridor with railings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592751A true CN106592751A (en) | 2017-04-26 |
Family
ID=58591368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610988837.0A Pending CN106592751A (en) | 2016-11-10 | 2016-11-10 | Large-span steel corridor with railings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592751A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700647A (en) * | 2017-09-25 | 2018-02-16 | 南京律智诚专利技术开发有限公司 | A kind of floor interface channel reinforcement structure |
| CN107724538A (en) * | 2017-09-25 | 2018-02-23 | 南京律智诚专利技术开发有限公司 | A kind of passage connection reinforcing structure for building with shock-damping structure |
| CN108360363A (en) * | 2018-03-10 | 2018-08-03 | 杭州桥非桥工程咨询有限公司 | Steel braced girder composite structure |
| CN111321812A (en) * | 2018-12-14 | 2020-06-23 | 宋钟沄 | Assembled panel structure |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100894723B1 (en) * | 2008-09-10 | 2009-04-24 | (주)명인건축사사무소 | Railing structure of veranda construction for building |
| CN201292619Y (en) * | 2008-11-19 | 2009-08-19 | 中色科技股份有限公司 | Guard rail structure of composite structure of glass and flat iron |
| CN203856224U (en) * | 2014-03-31 | 2014-10-01 | 中冶天工上海十三冶建设有限公司 | Portable protection railing |
| CN204126291U (en) * | 2014-09-16 | 2015-01-28 | 江苏南通三建集团有限公司 | Dismountable hand rail on the girder steel of a kind of high-altitude |
| CN204703542U (en) * | 2015-06-02 | 2015-10-14 | 中天建设集团有限公司 | The assembled passage of a kind of Construction of Steel Structure regularization |
| CN105064498A (en) * | 2015-08-03 | 2015-11-18 | 共享钢构有限责任公司 | Viewing corridor |
| CN204899432U (en) * | 2015-06-25 | 2015-12-23 | 中机国能电力工程有限公司 | Novel cable testing bridge access path railing |
| TWM517772U (en) * | 2015-09-15 | 2016-02-21 | 瑞助營造股份有限公司 | Ground type guard rail |
| CN105625737A (en) * | 2014-10-30 | 2016-06-01 | 五冶集团上海有限公司 | Method for improving installation precision of movable protection platform handrail |
| CN205476567U (en) * | 2016-03-15 | 2016-08-17 | 中国建筑第八工程局有限公司 | Pass on girder steel and prevent guardrail bar |
| CN206256537U (en) * | 2016-11-10 | 2017-06-16 | 中衡设计集团股份有限公司 | Big across steel vestibule with railing |
-
2016
- 2016-11-10 CN CN201610988837.0A patent/CN106592751A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100894723B1 (en) * | 2008-09-10 | 2009-04-24 | (주)명인건축사사무소 | Railing structure of veranda construction for building |
| CN201292619Y (en) * | 2008-11-19 | 2009-08-19 | 中色科技股份有限公司 | Guard rail structure of composite structure of glass and flat iron |
| CN203856224U (en) * | 2014-03-31 | 2014-10-01 | 中冶天工上海十三冶建设有限公司 | Portable protection railing |
| CN204126291U (en) * | 2014-09-16 | 2015-01-28 | 江苏南通三建集团有限公司 | Dismountable hand rail on the girder steel of a kind of high-altitude |
| CN105625737A (en) * | 2014-10-30 | 2016-06-01 | 五冶集团上海有限公司 | Method for improving installation precision of movable protection platform handrail |
| CN204703542U (en) * | 2015-06-02 | 2015-10-14 | 中天建设集团有限公司 | The assembled passage of a kind of Construction of Steel Structure regularization |
| CN204899432U (en) * | 2015-06-25 | 2015-12-23 | 中机国能电力工程有限公司 | Novel cable testing bridge access path railing |
| CN105064498A (en) * | 2015-08-03 | 2015-11-18 | 共享钢构有限责任公司 | Viewing corridor |
| TWM517772U (en) * | 2015-09-15 | 2016-02-21 | 瑞助營造股份有限公司 | Ground type guard rail |
| CN205476567U (en) * | 2016-03-15 | 2016-08-17 | 中国建筑第八工程局有限公司 | Pass on girder steel and prevent guardrail bar |
| CN206256537U (en) * | 2016-11-10 | 2017-06-16 | 中衡设计集团股份有限公司 | Big across steel vestibule with railing |
Non-Patent Citations (1)
| Title |
|---|
| 张永浩等: "多层带悬挑大跨钢连廊结构设计", 《建筑结构》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700647A (en) * | 2017-09-25 | 2018-02-16 | 南京律智诚专利技术开发有限公司 | A kind of floor interface channel reinforcement structure |
| CN107724538A (en) * | 2017-09-25 | 2018-02-23 | 南京律智诚专利技术开发有限公司 | A kind of passage connection reinforcing structure for building with shock-damping structure |
| CN108360363A (en) * | 2018-03-10 | 2018-08-03 | 杭州桥非桥工程咨询有限公司 | Steel braced girder composite structure |
| CN111321812A (en) * | 2018-12-14 | 2020-06-23 | 宋钟沄 | Assembled panel structure |
| CN111321812B (en) * | 2018-12-14 | 2021-10-29 | 宋钟沄 | Assembled panel structure |
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