CN206815553U - A kind of support node of the orthogonal truss of plane - Google Patents
A kind of support node of the orthogonal truss of plane Download PDFInfo
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- CN206815553U CN206815553U CN201720661947.6U CN201720661947U CN206815553U CN 206815553 U CN206815553 U CN 206815553U CN 201720661947 U CN201720661947 U CN 201720661947U CN 206815553 U CN206815553 U CN 206815553U
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- plane
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- truss
- lower edge
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Abstract
A kind of support node, more particularly to a kind of support node of the orthogonal truss of plane are the utility model is related to, belongs to field of steel structure.Including plane square tube truss, oblique X-type plane girder is provided with described plane square tube truss, # font stems are provided with described oblique X-type plane girder, described oblique X-type plane girder and # font stem is supported by bearing.A kind of support node of the orthogonal truss of plane is compact-sized, and modern design, stress is reliable, processes fast accurate, solves the problems, such as cost and duration.
Description
Technical field
A kind of support node, more particularly to a kind of support node of the orthogonal truss of plane are the utility model is related to, belongs to steel
Construction applications.
Background technology
With economic technology develops rapidly, the demand in market, steel construction industry develop rapidly and social aesthetic standards
Rapid to improve, requirement of the people for building is merely not only safe and reliable, more require building modern design, it is attractive in appearance, have
Sense of the times.In recent years, with the continuous development of design concept, building structure continues to bring out with decorating the new product being combined into one,
Increasing construction steel structure shows its changeable moulding, abundant intension, distinct characteristics of the times to us.
The supporting stand size of some existing truss is typically small, and internal stiffener quantity is more and construction is more complicated, causes to weld
Insufficient space or closing and can not welding difficulty.
Utility model content
The utility model mainly solves the deficiencies in the prior art, there is provided a kind of compact-sized, stress is direct, closes
The support node of reason and a kind of simple, the novel generous orthogonal truss of plane of node outward appearance.
Above-mentioned technical problem of the present utility model is mainly what is be addressed by following technical proposals：
A kind of support node of the orthogonal truss of plane, including plane square tube truss, it is provided with described plane square tube truss
Oblique X-type plane girder, # font stems, described oblique X-type plane girder are provided with described oblique X-type plane girder
It is supported with # font stems by bearing.
Preferably, the corner of described plane square tube truss inwall upper end is respectively equipped with the support end that winds up, described is flat
The corner of face square tube truss inwall bottom is respectively equipped with lower edge support end；
Described oblique X-type plane girder includes wind up frame and lower edge frame, and described winding up passes through abdomen between frame and lower edge frame
Bar is fixedly connected, and described # font stems are located at the center interdigit of the centre bit of lower edge frame and the frame that winds up, the described frame that winds up
Corner be inserted into the support end that winds up, the corner of described lower edge frame is inserted into lower edge support end；
Described bearing includes centripetal bearings, and the upper end of described centripetal bearings is provided with the circular top being separately distributed
Plate, doughnut-shaped steel plate and annular bottom plate, described annular roof plate, doughnut-shaped steel plate and annular bottom plate are distributed from top to bottom successively, described
Annular roof plate, doughnut-shaped steel plate and annular bottom plate outside be cased with cylinder, the bottom of described centripetal bearings is provided with supporting steel seat.
Preferably, the upper surface of the described support end that winds up and the upper surface for the frame that winds up are in same level EDS maps, institute
The frame that winds up stated is in cross-shaped；
Described lower edge frame is made up of 4 trapezoidal cabinets in the distribution of four horn shapes, and the bottom of described # font stems is set
In the stitching portion of 4 trapezoidal cabinets, the bottom of described web member is extended in trapezoidal cabinet；
Some stiffeners are respectively equipped between described annular roof plate and doughnut-shaped steel plate, between doughnut-shaped steel plate and annular bottom plate.
The steel plate of trapezoidal cabinet is using the higher Yuanping City's plate of appearance surface evenness, and by the angle between internal stiffener and wallboard
Weld seam foot welding height is reduced to 5mm, while uses 100mm intermittent welds.
Supporting steel seat uses double-curved shapes, by Deepen Design and processing and fabricating control accuracy ensure hyperboloid
Meet design requirement after steel plate machine-shaping.
Lower floor's vertical stiffener in bearing between cylinder and centripetal bearings bearing uses three face weld all arounds（With cylinder inner wall
Do not weld side）, upper strata vertical stiffener length direction lengthens 50mm, and after Board position fluting that annular roof plate correspondingly put more energy into it is vertical
Stiffener is welded using plug welding mode.
Plain radial bearing is housed inside bearing, and capital node is formed the effect that is articulated and connected.
A kind of support node of the orthogonal truss of plane proposed using the utility model, obtained component outward appearance are brief big
Complex building form directly, rationally, is cleverly combined by side, stress with structure stress characteristic；Whole node is directly exposed, compared with
Building crust decorative engineering amount is significantly reduced, improves the integrity degree of Form of Architecture.
The utility model provides a kind of support node of the orthogonal truss of plane, and compact-sized, modern design, stress is reliable,
Fast accurate is processed, solves the problems, such as cost and duration.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 is the dimensional structure diagram of the utility model midplane square tube truss；
Fig. 3 is the dimensional structure diagram of oblique X-type plane girder in the utility model；
Fig. 4 is the dimensional structure diagram of bearing in the utility model；
Fig. 5 is holder top configuration schematic diagram in Fig. 4.
Embodiment
Below by embodiment, and with reference to accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1：As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4 and Fig. 5, a kind of support node of the orthogonal truss of plane, including it is flat
Face square tube truss 1, oblique X-type plane girder 2, described oblique X-type plane girder 2 are provided with described plane square tube truss 1
In be provided with # fonts stem 3, described oblique X-type plane girder 2 and # fonts stem 3 are supported by bearing 4.
The corner of the described inwall upper end of plane square tube truss 1 is respectively equipped with the support end 5 that winds up, described plane square tube purlin
The corner of the inwall bottom of frame 1 is respectively equipped with lower edge support end 6；
Described oblique X-type plane girder 2 includes wind up frame 7 and lower edge frame 8, and described winding up is led between frame 7 and lower edge frame 8
Cross web member 9 to be fixedly connected, described # fonts stem 3 is located at the center interdigit of the centre bit of lower edge frame 8 and the frame 7 that winds up, described
The corner of the frame 7 that winds up be inserted into the support end 5 that winds up, the corner of described lower edge frame 8 is inserted into lower edge support end 6；
Described bearing 4 includes centripetal bearings 10, and the upper end of described centripetal bearings 10 is provided with what is be separately distributed
Annular roof plate 11, doughnut-shaped steel plate 12 and annular bottom plate 13, described annular roof plate 11, doughnut-shaped steel plate 12 and annular bottom plate 13 are successively
It is distributed from top to bottom, cylinder 14, described centripetal section is cased with outside described annular roof plate 11, doughnut-shaped steel plate 12 and annular bottom plate 13
The bottom of bearing 10 is provided with supporting steel seat 15.
The upper surface of the described support end 5 that winds up and the upper surface for the frame 7 that winds up are in same level EDS maps, and described winds up
Frame 7 is in cross-shaped；
Described lower edge frame 8 is made up of 4 trapezoidal cabinets 16 in the distribution of four horn shapes, the bottom of described # fonts stem 3
Portion is located at the stitching portion of 4 trapezoidal cabinets 16, and the bottom of described web member 9 is extended in trapezoidal cabinet 16；
Some add is respectively equipped between described annular roof plate 11 and doughnut-shaped steel plate 12, between doughnut-shaped steel plate 12 and annular bottom plate 13
Strength plate 17.
Claims (3)
- A kind of 1. support node of the orthogonal truss of plane, it is characterised in that：Including plane square tube truss（1）, described plane side Tubular truss（1）In be provided with oblique X-type plane girder（2）, described oblique X-type plane girder（2）In be provided with # font stems （3）, described oblique X-type plane girder（2）With # font stems（3）Pass through bearing（4）It is supported.
- A kind of 2. support node of the orthogonal truss of plane according to claim 1, it is characterised in that：Described plane square tube Truss（1）The corner of inwall upper end is respectively equipped with the support end that winds up（5）, described plane square tube truss（1）The four of inwall bottom Angle is respectively equipped with lower edge support end（6）；Described oblique X-type plane girder（2）Including the frame that winds up（7）With lower edge frame（8）, the described frame that winds up（7）With lower edge frame （8）Between pass through web member（9）It is fixedly connected, described # font stems（3）It is located at lower edge frame（8）Centre bit and wind up frame（7） Center interdigit, the described frame that winds up（7）Corner be inserted into the support end that winds up（5）In, described lower edge frame（8）Corner insert Enter to lower edge support end（6）In；Described bearing（4）Including centripetal bearings（10）, described centripetal bearings（10）Upper end be provided with separately be distributed Annular roof plate（11）, doughnut-shaped steel plate（12）And annular bottom plate（13）, described annular roof plate（11）, doughnut-shaped steel plate（12）And ring Shape bottom plate（13）It is distributed from top to bottom successively, described annular roof plate（11）, doughnut-shaped steel plate（12）And annular bottom plate（13）Overcoat There is cylinder（14）, described centripetal bearings（10）Bottom be provided with supporting steel seat（15）.
- A kind of 3. support node of the orthogonal truss of plane according to claim 2, it is characterised in that：Described support of winding up End（5）Upper surface and wind up frame（7）Upper surface be in same level EDS maps, the described frame that winds up（7）In cross-shaped；Described lower edge frame（8）By 4 trapezoidal cabinets in the distribution of four horn shapes（16）Composition, described # font stems（3）'s Bottom is located at 4 trapezoidal cabinets（16）Stitching portion, described web member（9）Bottom extend trapezoidal cabinet（16）In；Described annular roof plate（11）With doughnut-shaped steel plate（12）Between, doughnut-shaped steel plate（12）With annular bottom plate（13）It is respectively equipped between if Dry stiffener（17）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720661947.6U CN206815553U (en) | 2017-06-08 | 2017-06-08 | A kind of support node of the orthogonal truss of plane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720661947.6U CN206815553U (en) | 2017-06-08 | 2017-06-08 | A kind of support node of the orthogonal truss of plane |
Publications (1)
| Publication Number | Publication Date |
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| CN206815553U true CN206815553U (en) | 2017-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720661947.6U Active CN206815553U (en) | 2017-06-08 | 2017-06-08 | A kind of support node of the orthogonal truss of plane |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788408A (en) * | 2018-07-02 | 2018-11-13 | 张阳康 | The production method that a kind of cross column turns pipe rod structure |
| CN110374192A (en) * | 2019-08-02 | 2019-10-25 | 上海理工大学 | Orthogonal laminated wood combines high-rise Wood construction structure |
| CN114575470A (en) * | 2022-05-05 | 2022-06-03 | 中国航空规划设计研究总院有限公司 | Support node of large-span V-shaped truss structure system |
-
2017
- 2017-06-08 CN CN201720661947.6U patent/CN206815553U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788408A (en) * | 2018-07-02 | 2018-11-13 | 张阳康 | The production method that a kind of cross column turns pipe rod structure |
| CN110374192A (en) * | 2019-08-02 | 2019-10-25 | 上海理工大学 | Orthogonal laminated wood combines high-rise Wood construction structure |
| CN114575470A (en) * | 2022-05-05 | 2022-06-03 | 中国航空规划设计研究总院有限公司 | Support node of large-span V-shaped truss structure system |
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