CN207567965U - A kind of connection structure for connecting vestibule girder steel and agent structure - Google Patents
A kind of connection structure for connecting vestibule girder steel and agent structure Download PDFInfo
- Publication number
- CN207567965U CN207567965U CN201721315153.0U CN201721315153U CN207567965U CN 207567965 U CN207567965 U CN 207567965U CN 201721315153 U CN201721315153 U CN 201721315153U CN 207567965 U CN207567965 U CN 207567965U
- Authority
- CN
- China
- Prior art keywords
- steel
- girder steel
- steel corbel
- corbel
- web
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of connection structure for connecting vestibule girder steel and agent structure, the side of former xoncrete structure is provided with newly connection plate, the upper end of newly connection plate is fixed on by mechanical anchor in former xoncrete structure, the one end at position is provided with steel corbel among newly connection plate, steel corbel passes through newly connection plate by mechanical anchor and is fixed in former xoncrete structure, the side of the lower end of newly connection plate is provided with ribbed stiffener by mechanical anchor, the upper end of ribbed stiffener is fixedly connected with steel corbel, the upper end of steel corbel is provided with web, and vestibule girder steel is provided with above web.Bracket top flange elliptical aperture is parallel to web direction, girder steel lower flange elliptical aperture is perpendicular to web direction, in this way, the displacement in king-tower building is effectively released in X and Y-direction, so that conjoined structure is not formed between high building, simple structure, Structure Calculation amount is greatly reduced, and does not increase quantities additionally.
Description
Technical field
The utility model belongs to construction engineering technical field, particular belongs to a kind of connection vestibule girder steel and master
The connection structure of body structure.
Background technology
As the improvement of people's living standards, and raising of the people to the understanding of things beauty so that people are to the modern times
The beauty of home dwelling also greatly improves, so when people are when either transformation project is spruced up, owner's often root
It according to functional requirement, needs to increase vestibule between two monomer buildings, if the vestibule and monomer building are rigidly connected, can become and connect
Body structure, it is computationally intensive, complexity is calculated, building cost will increase；If used in transformation project, reinforcing amount can greatly increase,
It loses more than gain.
Traditional method：Vestibule bearing uses rubber earthquake isolation support, and cost is higher, especially in transformation project, rubber vibration isolation
Bearing is also not suitable for.
For the technical problems in the prior art, it is necessary to which a kind of novel knot with practicability and novelty is provided
Structure.
Utility model content
The utility model provides a kind of connection structure for connecting vestibule girder steel and agent structure, and the prior art is solved with this
Present in it is computationally intensive, calculate complicated, building cost will increase；Vestibule bearing uses rubber earthquake isolation support, and cost is higher etc.
Problem, the utility model set elliptical aperture in the upper limb of steel corbel and the lower flange of vestibule girder steel, wherein, bracket top flange is ellipse
Circular hole is parallel to web direction, and girder steel lower flange elliptical aperture in this way, has perpendicular to web direction in X and Y-direction
The displacement for releasing king-tower building of effect so that conjoined structure, simple structure are not formed between high building, Structure Calculation amount is greatly reduced,
And do not increase quantities additionally.
The utility model is achieved through the following technical solutions:A kind of connection knot for connecting vestibule girder steel and agent structure
Structure, former xoncrete structure, mechanical anchor, ribbed stiffener, steel corbel, vestibule girder steel, steel corbel top flange elliptical aperture, girder steel bottom wing
Edge elliptical aperture, web, newly connection plate and anchor bolt；
The side of the former xoncrete structure is provided with newly connection plate, and the upper end of newly connection plate is fixed on by mechanical anchor
In former xoncrete structure, the one end at position is provided with steel corbel among newly connection plate, and steel corbel is passed through by mechanical anchor just have been connected
It fishplate bar and is fixed in former xoncrete structure, the side of the lower end of newly connection plate is provided with ribbed stiffener by mechanical anchor, puts more energy into
The upper end of rib is fixedly connected with steel corbel, and the upper end of steel corbel is provided with web, and vestibule girder steel is provided with above web,
The upper transverse plane of the steel corbel is provided with the steel corbel top flange elliptical aperture of two horizontal directions,
The lower end plane of the vestibule girder steel sets the girder steel lower flange elliptical aperture there are two vertical direction,
It is provided with circular through hole on the web, circular through hole can be to pass through anchor bolt, on the steel corbel of two horizontal directions
The center alignment setting of the girder steel lower flange elliptical aperture and circular through hole of edge of a wing elliptical aperture and two vertical directions,
The lower end of the upper end of the steel corbel, web and vestibule girder steel is fixed together by anchor bolt.
As a kind of perferred technical scheme, the model of the anchor bolt selects 2M24.
As a kind of perferred technical scheme, the width of the steel corbel is set as 350mm, and the length of steel corbel is set as
200mm。
As a kind of perferred technical scheme, the width of the web is set as 220mm, and the length of steel corbel is set as
320mm。
As a kind of perferred technical scheme, the size of steel corbel top flange elliptical aperture and girder steel lower flange elliptical aperture
It is set as 26 × 126mm.
As a kind of perferred technical scheme, the spacing and two steel corbels between the elliptical aperture of described two girder steel lower flanges
Spacing between the elliptical aperture of top flange is set as identical, is disposed as 200mm.
Compared with existent technique, the beneficial effects of the utility model are：
Compared with prior art, the beneficial effects of the utility model are：（1）Vestibule uses steel construction, in original structure
Middle setting steel corbel, steel corbel high capacity.（2）In the upper limb of steel corbel and the lower flange of vestibule girder steel, elliptical aperture is set,
Wherein, bracket top flange elliptical aperture is parallel to web direction, and girder steel lower flange elliptical aperture is perpendicular to web direction, using this side
Formula effectively releases the displacement in king-tower building in X and Y-direction so that conjoined structure, simple structure, knot are not formed between high building
Structure calculation amount is greatly reduced, and does not increase quantities additionally.(3) the utility model can be flexibly applied to newly-built and transformation project
In, be future architecture industry developing direction.
Description of the drawings
Fig. 1 is the side view of the utility model；
Fig. 2 is the floor map of girder steel lower flange elliptical aperture either steel corbel top flange elliptical aperture；
Fig. 3 is 1-1 sectional views in Fig. 1；
Fig. 4 is the sectional view of A-A in Fig. 3；
Fig. 5 is the floor map of Fig. 1 median ventral plates；
Fig. 6 is the ribbed stiffener floor map of the utility model；
Fig. 7 is 2-2 sectional views in Fig. 1；
Fig. 8 is B-B sectional views in Fig. 7；
Fig. 9 is C-C section views in Fig. 7.
Number explanation in figure：1 former xoncrete structure, 2 mechanical anchors, 3 ribbed stiffeners, 4 steel corbels, 5 vestibule girder steels, 6
Steel corbel top flange elliptical aperture, 7 girder steel lower flange elliptical apertures, 8 webs, 9 newly connection plates, 10 anchor bolts.
Specific embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, it is right
The utility model is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain this hair
It is bright, it is not used to limit the utility model.
With reference to Fig. 1-Fig. 9, a kind of connection structure for connecting vestibule girder steel and agent structure, former xoncrete structure 1, machinery
Anchor bolt 2, ribbed stiffener 3, steel corbel 4, vestibule girder steel 5, steel corbel top flange elliptical aperture 6, girder steel lower flange elliptical aperture 7, web 8,
Newly connection plate 9 and anchor bolt 10；
The side of the former xoncrete structure 1 is provided with newly connection plate 9, and the upper end of newly connection plate 9 is solid by mechanical anchor 2
It is scheduled in former xoncrete structure 1, the one end at 9 intermediate position of newly connection plate is provided with steel corbel 4, and steel corbel 4 passes through mechanical anchor 2
It across newly connection plate 9 and is fixed in former xoncrete structure 1, the side of the lower end of newly connection plate 9 is provided with by mechanical anchor 2
Ribbed stiffener 3, the upper end of ribbed stiffener 3 are fixedly connected with steel corbel 4, and the width of steel corbel 4 is set as 350mm, and the length of steel corbel 4 is set
It is set to 200mm；The upper end of steel corbel 4 is provided with web 8, is provided with vestibule girder steel 5 above web 8, the width of web 8 is set as
220mm, the length of steel corbel 4 are set as 320mm；
The upper transverse plane of the steel corbel 4 is provided with the steel corbel top flange elliptical aperture 6 of two horizontal directions,
The lower end plane of the vestibule girder steel 5 sets the girder steel lower flange elliptical aperture 7 there are two vertical direction,
Circular through hole is provided on the web 8, circular through hole can be to pass through anchor bolt 10, the steel corbel of two horizontal directions
The center alignment setting of the girder steel lower flange elliptical aperture 7 and circular through hole of top flange elliptical aperture 6 and two vertical directions；
The lower end of the upper end of the steel corbel 4, web 8 and vestibule girder steel 5 is fixed together by anchor bolt 10, anchor bolt 10
Model selects 2M24.
The utility model vestibule uses steel construction, and steel corbel, steel corbel high capacity are set in original structure.
In the upper limb of steel corbel and the lower flange of vestibule girder steel, elliptical aperture is set, wherein, bracket top flange elliptical aperture is put down
Row in web direction, perpendicular to web direction in this way, in X and Y-direction effectively release by girder steel lower flange elliptical aperture
The displacement in king-tower building is put so that conjoined structure, simple structure are not formed between high building, Structure Calculation amount is greatly reduced, and not
It is additional to increase quantities.
The utility model can be flexibly applied in newly-built and transformation project, be the developing direction of future architecture industry.
In the description of the present invention, it is to be understood that term " one end ", " front upper place ", " end ", " length ", " width
Degree ", " interior ", " on ", " other end ", " both ends ", " level ", " coaxial ", " bottom ", the orientation of the instructions such as " lower section " or position pass
It is based on orientation shown in the drawings or position relationship, to be for only for ease of the description present invention and simplifying description rather than instruction
Or imply that signified device or element there must be specific orientation, with specific azimuth configuration and operation, therefore be not understood that
For limitation of the present invention.
In the present invention unless specifically defined or limited otherwise, term " setting ", " engagement ", " connection ", " embedded ",
Terms such as " the covers " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integral；It can be with
It is mechanical connection or electrical connection；It can be directly connected, can also be indirectly connected by intermediary, can be two
The interaction relationship of connection or two elements inside a element, unless otherwise restricted clearly.For the common of this field
For technical staff, the concrete meaning of above-mentioned term in the present invention can be understood as the case may be.
The foregoing is merely the preferred embodiment of the present invention, are not intended to limit the scope of the invention, every utilization
The equivalent structure transformation that present specification is made, directly or indirectly with the technology neck for being attached to other Related products
Domain is included within the scope of the present invention.
Claims (6)
1. a kind of connection structure for connecting vestibule girder steel and agent structure, it is characterised in that：Former xoncrete structure（1）, mechanical anchor
Bolt（2）, ribbed stiffener（3）, steel corbel（4）, vestibule girder steel（5）, steel corbel top flange elliptical aperture（6）, girder steel lower flange elliptical aperture
（7）, web（8）, newly connection plate（9）And anchor bolt（10）；
The former xoncrete structure（1）Side be provided with newly connection plate（9）, newly connection plate（9）Upper end pass through mechanical anchor
（2）It is fixed on former xoncrete structure（1）On, newly connection plate（9）The one end at intermediate position is provided with steel corbel（4）, steel corbel（4）
Pass through mechanical anchor（2）Across newly connection plate（9）And it is fixed on former xoncrete structure（1）On, newly connection plate（9）Lower end side
End passes through mechanical anchor（2）It is provided with ribbed stiffener（3）, ribbed stiffener（3）Upper end and steel corbel（4）It is fixedly connected, steel corbel（4）
Upper end be provided with web（8）, web（8）Above be provided with vestibule girder steel（5）,
The steel corbel（4）Upper transverse plane be provided with the steel corbel top flange elliptical apertures of two horizontal directions（6）,
The vestibule girder steel（5）Lower end plane setting there are two vertical direction girder steel lower flange elliptical aperture（7）,
The web（8）On be provided with circular through hole, circular through hole can be to pass through anchor bolt（10）, the steel corbel of two horizontal directions
Top flange elliptical aperture（6）With the girder steel lower flange elliptical aperture of two vertical directions（7）And the center alignment of circular through hole
Setting,
The steel corbel（4）Upper end, web（8）With vestibule girder steel（5）Lower end pass through anchor bolt（10）It is fixed together.
2. a kind of connection structure for connecting vestibule girder steel and agent structure according to claim 1, it is characterised in that：It is described
Anchor bolt（10）Model select 2M24.
3. a kind of connection structure for connecting vestibule girder steel and agent structure according to claim 1, it is characterised in that：It is described
Steel corbel（4）Width be set as 350mm, steel corbel（4）Length be set as 200mm.
4. a kind of connection structure for connecting vestibule girder steel and agent structure according to claim 1, it is characterised in that：It is described
Web（8）Width be set as 220mm, steel corbel（4）Length be set as 320mm.
5. a kind of connection structure for connecting vestibule girder steel and agent structure according to claim 1, it is characterised in that：It is described
Steel corbel top flange elliptical aperture（6）With girder steel lower flange elliptical aperture（7）It is sized to 26 × 126mm.
6. a kind of connection structure for connecting vestibule girder steel and agent structure according to claim 1, it is characterised in that：It is described
Two girder steel lower flange elliptical apertures（7）Between spacing and two steel corbel top flange elliptical apertures（6）Between spacing be set as
It is identical, it is disposed as 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721315153.0U CN207567965U (en) | 2017-10-13 | 2017-10-13 | A kind of connection structure for connecting vestibule girder steel and agent structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721315153.0U CN207567965U (en) | 2017-10-13 | 2017-10-13 | A kind of connection structure for connecting vestibule girder steel and agent structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207567965U true CN207567965U (en) | 2018-07-03 |
Family
ID=62695162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721315153.0U Active CN207567965U (en) | 2017-10-13 | 2017-10-13 | A kind of connection structure for connecting vestibule girder steel and agent structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207567965U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926911A (en) * | 2020-08-05 | 2020-11-13 | 中国三冶集团有限公司 | Construction method of super high-rise air corridor structure |
| CN112663510A (en) * | 2021-01-12 | 2021-04-16 | 山西省交通科技研发有限公司 | Method for treating transverse stability of single-column pier bridge |
| CN113668689A (en) * | 2021-08-13 | 2021-11-19 | 青岛前盛业建设工程有限公司 | Connecting platform structure between adjacent high-rise buildings and construction method |
| CN113944226A (en) * | 2021-11-19 | 2022-01-18 | 中国建筑第四工程局有限公司 | Multi-support combined connection structure of steel structure vestibule |
-
2017
- 2017-10-13 CN CN201721315153.0U patent/CN207567965U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926911A (en) * | 2020-08-05 | 2020-11-13 | 中国三冶集团有限公司 | Construction method of super high-rise air corridor structure |
| CN112663510A (en) * | 2021-01-12 | 2021-04-16 | 山西省交通科技研发有限公司 | Method for treating transverse stability of single-column pier bridge |
| CN113668689A (en) * | 2021-08-13 | 2021-11-19 | 青岛前盛业建设工程有限公司 | Connecting platform structure between adjacent high-rise buildings and construction method |
| CN113944226A (en) * | 2021-11-19 | 2022-01-18 | 中国建筑第四工程局有限公司 | Multi-support combined connection structure of steel structure vestibule |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207567965U (en) | A kind of connection structure for connecting vestibule girder steel and agent structure | |
| CN209670131U (en) | One kind assembly of shear wall structure as made of steel plate and shaped steel combination | |
| WO2019033477A1 (en) | High tensile strength aseismatic connector and aseismatic bracket support | |
| CN106121113A (en) | Truss floor support plate | |
| CN110485278A (en) | A kind of half stealth of falling T bent cap construction | |
| WO2016004887A1 (en) | Lightweight steel structure residential framework system | |
| CN208088613U (en) | A kind of Prefabricated stacking floor | |
| CN103835400B (en) | A kind of pre-stressed steel plate shear wall | |
| CN205557838U (en) | Assembled antidetonation honeycomb girder steel - shear force wall connection structure | |
| CN218233999U (en) | Frame beam structure | |
| CN107587638A (en) | Steel bar truss floor support plate and combined type floor support plate | |
| CN208280454U (en) | Double steel plate Combination beam of steel and concrete | |
| CN110130208A (en) | A kind of angle iron connecting piece for steel reinforced concrete combined bridge | |
| CN108755960A (en) | A kind of high intensity square tube beam-to-column joint structure and its installation method | |
| CN109356316B (en) | A kind of method that blockwork and its production and masonry form wall | |
| CN209509311U (en) | A kind of rectangular opening girder construction | |
| CN209412679U (en) | A kind of π type prefabrication and assembly construction beam and packaged type bridges | |
| CN206827973U (en) | One kind plus drag-line tower crane climbing frame apparatus | |
| CN207530751U (en) | The structure of photovoltaic system is installed on tile-roofed house | |
| CN206052961U (en) | A kind of corrugated sheet steel makees the groove type plate of skeleton | |
| CN211949016U (en) | Novel vertical connection structure of integral shear force wallboard of assembly | |
| CN205804694U (en) | Refuge story wall limb structure in Super High apartment | |
| CN208934397U (en) | A kind of Steel-wood forming board support device of the big section concrete structure of super thick | |
| CN220100161U (en) | Overhanging balcony structure and overhanging balcony building | |
| CN204876557U (en) | U -shaped steel construction template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |