CN110130492A - Middle corridor roof system connection structure - Google Patents
Middle corridor roof system connection structure Download PDFInfo
- Publication number
- CN110130492A CN110130492A CN201910419744.XA CN201910419744A CN110130492A CN 110130492 A CN110130492 A CN 110130492A CN 201910419744 A CN201910419744 A CN 201910419744A CN 110130492 A CN110130492 A CN 110130492A
- Authority
- CN
- China
- Prior art keywords
- roof system
- connection structure
- round tube
- corridor
- girder steel
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 238000009434 installation Methods 0.000 claims abstract description 22
- 230000002093 peripheral effect Effects 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 abstract description 6
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses middle corridor roof system connection structures, including intermediate round tube, roof system girder steel and roof system bifurcated column, the intermediate round tube has hollow installation passage, and the roof system girder steel is welded on the peripheral wall of the intermediate round tube, and the roof system bifurcated column is welded in the installation passage.When welding, roof system girder steel can be welded on the peripheral wall of intermediate round tube, and roof system bifurcated column can be then welded in the installation passage of intermediate round tube, to greatly control the phenomenon that weld seam is overlapped, be conducive to the intensity and reliability that improve connecting node.Meanwhile each roof system girder steel and the corresponding difficulty being welded on intermediate round tube of roof system bifurcated column being greatly lowered, be conducive to improve installation and processing efficiency.
Description
Technical field
The present invention relates to steel structure technical field of buildings, and in particular to a kind of middle corridor roof system connection structure.
Background technique
Some large-scale steel buildings, such as exhibitions etc. need to construct multiple museums independent of each other first, then need again
Corridor in being arranged between adjacent Liang Ge museum just needs the corridor roof system in the top setting of middle corridor at this time.
Middle corridor roof system is directly to be welded by multiple girder steels and bifurcated column etc. in node, and each girder steel and bifurcated
The figure and weight of column are big, so that welding procedure is complicated, difficulty is big, processing and installation low efficiency, and with large area
Weld seam is overlapped phenomenon, and intensity and reliability are bad.
Summary of the invention
The application is intended to solve at least some of the technical problems in related technologies.
For this purpose, according to an embodiment of the invention, providing a kind of middle corridor roof system connection structure, roof system connection structure in corridor in this
Include:
Intermediate round tube, the intermediate round tube have hollow installation passage；
Roof system girder steel, the roof system girder steel are welded on the peripheral wall of the intermediate round tube；And
Roof system bifurcated column, the roof system bifurcated column are welded in the installation passage.
As the further optinal plan of the middle corridor roof system connection structure, the roof system girder steel is steel beam with box shape.
As the further optinal plan of the middle corridor roof system connection structure, the roof system girder steel is located at the intermediate round tube
Axis direction at least side extend and be sequentially connected into outer ring plate so that multiple roof system girder steels and the middle circle
Tubular integral structure.
As the further optinal plan of the middle corridor roof system connection structure, the outer ring plate on the roof system girder steel is in
It is rectangular.
As the further optinal plan of the middle corridor roof system connection structure, positioned at two adjacent roof system girder steels it
Between outer ring plate have arc-shaped side edge.
As the further optinal plan of the middle corridor roof system connection structure, the roof system bifurcated column include straight bar section and tiltedly
Rod segment, the straight bar section are welded in the installation passage, and the bottom of brace section from the straight bar section tilts down extension.
As the further optinal plan of the middle corridor roof system connection structure, the length of the straight bar section is slightly larger than the peace
Fill the height in channel.
It further include built-in inserted plate as the further optinal plan of the middle corridor roof system connection structure, the built-in inserted plate setting
Joint in the roof system bifurcated column and positioned at the roof system bifurcated column and the intermediate round tube.
As the further optinal plan of the middle corridor roof system connection structure, the built-in inserted plate includes along the straight bar section
The straight panel of axis direction arrangement and the inclined plate of the connection straight panel, the straight panel are placed in the straight bar section, and the inclined plate is placed in
In the brace section.
As the further optinal plan of the middle corridor roof system connection structure, the inclination side of the inclined plate and the brace section
To consistent.
Beneficial effects of the present invention:
According to the middle corridor roof system connection structure in above embodiments, due to the setting of intermediate round tube so that roof system girder steel and
Roof system bifurcated column can be welded using intermediate round tube as medium, and roof system girder steel can be welded on the peripheral wall of intermediate round tube, and room
Lid bifurcated column can be then welded in the installation passage of intermediate round tube, to greatly control the phenomenon that weld seam is overlapped, favorably
In the intensity and reliability that improve connecting node.Meanwhile each roof system girder steel and roof system bifurcated column correspondence are welded on middle circle
Difficulty on pipe is greatly lowered, and is conducive to improve installation and processing efficiency.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair
The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 shows the top view of provided middle corridor roof system connection structure according to embodiments of the present invention；
Fig. 2 shows the sectional views of provided middle corridor roof system connection structure according to embodiments of the present invention.
Main element symbol description:
Round tube among 100-；200- roof system girder steel；300- roof system bifurcated column；400- outer ring plate；500- built-in inserted plate；110- peace
Fill channel；310- straight bar section；320- brace section；410- arc-shaped side edge；510- straight panel；520- inclined plate.
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", " length ", " width ",
" thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", " up time
The orientation or positional relationship of the instructions such as needle ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " be orientation based on the figure or
Positional relationship is merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning must
There must be specific orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.In the description of the present invention, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be mechanical connect
It connects, is also possible to be electrically connected；It can be directly connected, can also can be in two elements indirectly connected through an intermediary
The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature in the second feature " on " or " down " can be with
It is that the first and second features directly contact or the first and second features pass through intermediary mediate contact.Moreover, fisrt feature exists
Second feature " on ", " top " and " above " but fisrt feature be directly above or diagonally above the second feature, or be merely representative of
First feature horizontal height is higher than second feature.Fisrt feature can be under the second feature " below ", " below " and " below "
One feature is directly under or diagonally below the second feature, or is merely representative of first feature horizontal height less than second feature.
Embodiment
Present embodiments provide a kind of middle corridor roof system connection structure.
Fig. 1-2 is please referred to, corridor roof system connection structure includes intermediate round tube 100, roof system girder steel 200 and roof system bifurcated column in this
300。
Wherein, intermediate round tube 100 has hollow installation passage 110, is mainly used for as roof system girder steel 200 and roof system
The intermediary that bifurcated column 300 connects.
Roof system girder steel 200 is welded on the peripheral wall of intermediate round tube 100, and roof system bifurcated column 300 is welded in installation passage 110.
In this way, enabling roof system girder steel 200 and roof system bifurcated column 300 with middle circle due to the setting of intermediate round tube 100
Pipe 100 is that medium is welded, and roof system girder steel 200 can be welded on the peripheral wall of intermediate round tube 100, and roof system bifurcated column 300 is then
It can be welded in the installation passage 110 of intermediate round tube 100, to greatly control the phenomenon that weld seam is overlapped, be conducive to mention
The intensity and reliability of high connecting node.Meanwhile each roof system girder steel 200 and the correspondence of roof system bifurcated column 300 are welded on centre
Difficulty on round tube 100 is greatly lowered, and is conducive to improve installation and processing efficiency.
In embodiments of the present invention, roof system girder steel 200 is steel beam with box shape, at this time in order to realize the steel beam with box shape and middle circle
The welding of pipe 100 need to only weld the lap welding seam of each steel beam with box shape and intermediate round tube 100.
Further, in certain embodiments, roof system girder steel 200 is located on the axis direction of intermediate round tube 100 at least
Side extends and is sequentially connected into outer ring plate 400, so that multiple roof system girder steels 200 and intermediate round tube 100 form overall structure.
In other words, referring to FIG. 2, (it is understood that in order to construct by taking vertically arranged intermediate round tube 100 as an example
Middle corridor roof system with radian, round tube 100 can be with inclined certain angle among certain positions), installation passage 110 at this time
The intermediate round tube 100 is penetrated through along the vertical direction, and roof system girder steel 200 is then welded on the peripheral wall of intermediate round tube 100, each roof system steel
The upper surface of beam 200 and/or lower surface extend towards the axial direction perpendicular to intermediate round tube 100, so that each roof system girder steel 200
It crosses to form whole outer ring plate 400, can refer to Fig. 1 at this time.
For entire outer ring plate 400 comprising two parts, a portion are steel beam with box shape itself, as shown in figure 1
The portion A, between two adjacent roof system girder steels 200, the portion B as shown in figure 1, the portion A is square another part, and the portion B has arc
Edge.
The design for passing through the outer ring plate 400 as a result, may make each roof system girder steel 200 preferably to connect with intermediate round tube 100
For an entirety, the welding effect of roof system girder steel 200 and intermediate round tube 100 on the one hand can be improved, it on the other hand can also be into
The coincidence phenomenon of one step reduction weld seam.
In addition, why the outer ring plate 400 between two adjacent roof system girder steels 200 is arranged to arc-shaped side
Along 410, be conducive to the uniform force for improving outer ring plate 400, it is made to be susceptible to the breakages such as fracture, is conducive to improve intermediate
Round tube 100 and roof system girder steel 200 are formed by integrally-built intensity.
In embodiments of the present invention, roof system bifurcated column 300 includes straight bar section 310 and brace section 320, and straight bar section 310 welds
In installation passage 110, the bottom of brace section 320 from straight bar section 310 tilts down extension.
Further, slightly larger than the height of installation passage 110, (this is highly understood to aforementioned reality to the length of straight bar section 310
Apply height along the vertical direction in example), advantageously ensure that the welding strong degree of roof system bifurcated column 300 and intermediate round tube 100.
In some cases, the node (junction of roof system girder steel 200 and roof system bifurcated column 300) of especially middle corridor roof system
When the roof system girder steel 200 for including is more, roof system girder steel 200 more at this time is easy in conjunction with inclined roof system bifurcated column 300
The case where causing stress raisers, the stress raisers phenomenon be easy to cause node strength and reliability to impact.
In this regard, in certain embodiments, the middle corridor roof system connection structure in the embodiment of the present invention further includes built-in inserted plate 500,
Built-in inserted plate 500 is arranged in roof system bifurcated column 300 and is located at the joint of roof system bifurcated column 300 and intermediate round tube 100.
On the one hand the setting of the built-in inserted plate 500 is conducive to the intensity, rigidity and the stability that improve node, on the other hand also
Can be effectively reduced as roof system bifurcated column inclination and caused by stress raisers.
The built-in inserted plate 500 includes the straight panel 510 arranged along the axis direction of straight bar section 310 and the inclined plate for connecting straight panel 510
520, straight panel 510 is placed in straight bar section 310, and inclined plate 520 is placed in brace section 320.
Further, inclined plate 520 is consistent with the inclined direction of brace section 320.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not
It must be directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be in office
It can be combined in any suitable manner in one or more embodiment or examples.In addition, without conflicting with each other, the skill of this field
Art personnel can tie the feature of different embodiments or examples described in this specification and different embodiments or examples
It closes and combines.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, modifies, replacement and variant.
Claims (10)
- Roof system connection structure in corridor in 1. characterized by comprisingIntermediate round tube, the intermediate round tube have hollow installation passage；Roof system girder steel, the roof system girder steel are welded on the peripheral wall of the intermediate round tube；AndRoof system bifurcated column, the roof system bifurcated column are welded in the installation passage.
- 2. corridor roof system connection structure in as described in claim 1, which is characterized in that the roof system girder steel is steel beam with box shape.
- 3. corridor roof system connection structure in as claimed in claim 2, which is characterized in that the roof system girder steel is located at the middle circle At least side on the axis direction of pipe extends and is sequentially connected into outer ring plate, so that multiple roof system girder steels and the centre The integral structure of tubular.
- 4. corridor roof system connection structure in as claimed in claim 3, which is characterized in that the outer ring plate on the roof system girder steel It is square.
- 5. corridor roof system connection structure in as claimed in claim 3, which is characterized in that positioned at two adjacent roof system girder steels Between outer ring plate have arc-shaped side edge.
- 6. corridor roof system connection structure in as described in claim 1, which is characterized in that the roof system bifurcated column include straight bar section and Brace section, the straight bar section are welded in the installation passage, and the bottom of brace section from the straight bar section, which tilts down, prolongs It stretches.
- 7. corridor roof system connection structure in as claimed in claim 6, which is characterized in that the length of the straight bar section is slightly larger than described The height of installation passage.
- 8. corridor roof system connection structure in as claimed in claim 6, which is characterized in that further include built-in inserted plate, the built-in inserted plate is set Set in the roof system bifurcated column and be located at the joint of the roof system bifurcated column and the intermediate round tube.
- 9. corridor roof system connection structure in as claimed in claim 8, which is characterized in that the built-in inserted plate includes along the straight bar section Axis direction arrangement straight panel and the connection straight panel inclined plate, the straight panel is placed in the straight bar section, and the inclined plate is set In in the brace section.
- 10. corridor roof system connection structure in as claimed in claim 9, which is characterized in that the inclined plate inclines with the brace section Tilted direction is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910419744.XA CN110130492B (en) | 2019-05-20 | 2019-05-20 | Gallery roof connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910419744.XA CN110130492B (en) | 2019-05-20 | 2019-05-20 | Gallery roof connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110130492A true CN110130492A (en) | 2019-08-16 |
| CN110130492B CN110130492B (en) | 2021-01-12 |
Family
ID=67571452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910419744.XA Active CN110130492B (en) | 2019-05-20 | 2019-05-20 | Gallery roof connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130492B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343224A (en) * | 2020-10-21 | 2021-02-09 | 精工工业建筑系统有限公司 | Cutting structure of glass curtain wall at multi-channel joint of trestle arc-shaped roof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892708A (en) * | 2010-07-07 | 2010-11-24 | 浙江精工钢结构有限公司 | Inserting plate type welding through node |
| CN202108119U (en) * | 2011-05-26 | 2012-01-11 | 浙江精工钢结构有限公司 | Enhanced intersecting joint of inserting plate |
| CN205206050U (en) * | 2015-12-17 | 2016-05-04 | 浙江工业职业技术学院 | Company's of passing through node of pipe and I shaped steel roof beam |
| CN207376816U (en) * | 2017-11-07 | 2018-05-18 | 温州瓯林电子科技有限公司 | A kind of steel I-beam column connected node |
| CN208309836U (en) * | 2018-06-06 | 2019-01-01 | 中国航空规划设计研究总院有限公司 | A kind of three-dimensional mutually passes through cast steel node construction |
| CN208633267U (en) * | 2018-04-18 | 2019-03-22 | 重庆大学 | Outer hoop steel bushing raw bamboo structure level lumps of wood penetration type beam-column connection |
-
2019
- 2019-05-20 CN CN201910419744.XA patent/CN110130492B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101892708A (en) * | 2010-07-07 | 2010-11-24 | 浙江精工钢结构有限公司 | Inserting plate type welding through node |
| CN202108119U (en) * | 2011-05-26 | 2012-01-11 | 浙江精工钢结构有限公司 | Enhanced intersecting joint of inserting plate |
| CN205206050U (en) * | 2015-12-17 | 2016-05-04 | 浙江工业职业技术学院 | Company's of passing through node of pipe and I shaped steel roof beam |
| CN207376816U (en) * | 2017-11-07 | 2018-05-18 | 温州瓯林电子科技有限公司 | A kind of steel I-beam column connected node |
| CN208633267U (en) * | 2018-04-18 | 2019-03-22 | 重庆大学 | Outer hoop steel bushing raw bamboo structure level lumps of wood penetration type beam-column connection |
| CN208309836U (en) * | 2018-06-06 | 2019-01-01 | 中国航空规划设计研究总院有限公司 | A kind of three-dimensional mutually passes through cast steel node construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343224A (en) * | 2020-10-21 | 2021-02-09 | 精工工业建筑系统有限公司 | Cutting structure of glass curtain wall at multi-channel joint of trestle arc-shaped roof |
| CN112343224B (en) * | 2020-10-21 | 2022-03-15 | 精工工业建筑系统集团有限公司 | Cutting structure of glass curtain wall at multi-channel joint of trestle arc-shaped roof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110130492B (en) | 2021-01-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207211390U (en) | A kind of through beam-column connection of high intensity | |
| CN110130492A (en) | Middle corridor roof system connection structure | |
| CN112692508A (en) | Cross-shaped rotating circular tube section steel column and working method thereof | |
| CN108018942A (en) | A kind of light-gauge steel section integrated house frame and its building method | |
| WO2017195233A1 (en) | Falsework | |
| CN206769159U (en) | A kind of spheroid steel frame construction of astronomical dome | |
| CN110273691A (en) | A kind of shield machine reaction frame | |
| CN212176065U (en) | High-strength stiffening bell-shaped steel structure node | |
| CN205907823U (en) | Two circular steel tube concrete column's beam column node | |
| CN107804485A (en) | Support between a kind of full carbon fibre composite device | |
| CN210713214U (en) | Assembled truss with adjustable span | |
| JP7193490B2 (en) | Joint structure of two channel plates | |
| CN212534808U (en) | Y-shaped column steel structure | |
| CN113323159A (en) | Manufacturing method of anti-deformation Y-shaped bent cone connection box body node | |
| CN110130199B (en) | Bridge girder | |
| CN202483065U (en) | Flange-strengthening type steel support | |
| CN112374390A (en) | Square arm | |
| CN211849964U (en) | Connecting insertion plate and truss node structure | |
| CN110552425A (en) | intersection node structure of lower chord member and web member of steel structure pipe truss | |
| JP2015089991A (en) | Roof structure of wooden construction car port | |
| JP3707012B2 (en) | Steel pipe concrete column connection structure | |
| CN220317201U (en) | Standard knot for large-scale flat-head tower crane | |
| CN219825624U (en) | Semi-circular foundation bolt positioning bracket for foundation butt joint of large-scale tower equipment | |
| CN217713277U (en) | Welding bolt | |
| CN215974654U (en) | Shore bridge heightening structure and shore bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: Room 2701, 27th floor, Zhongjian Steel Building, 3331 Yuehai Street Center Road, Nanshan District, Shenzhen City, Guangdong Province, 518000 Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Connection structure of the central corridor roof Granted publication date: 20210112 Pledgee: Shenzhen Branch of China Merchants Bank Co.,Ltd. Pledgor: China Construction Engineering Group Co.,Ltd. Registration number: Y2024980000564 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |