CN201679095U - Space structural butterfly-shaped cast steel tubular joint - Google Patents
Space structural butterfly-shaped cast steel tubular joint Download PDFInfo
- Publication number
- CN201679095U CN201679095U CN2010201255467U CN201020125546U CN201679095U CN 201679095 U CN201679095 U CN 201679095U CN 2010201255467 U CN2010201255467 U CN 2010201255467U CN 201020125546 U CN201020125546 U CN 201020125546U CN 201679095 U CN201679095 U CN 201679095U
- Authority
- CN
- China
- Prior art keywords
- butterfly
- rotary
- charge
- person
- junction plate
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a tubular joint, in particular to a space structural butterfly-shaped cast steel tubular joint, which is used for a large-span space pipe truss in the field of building steel structures. The cast steel tubular joint comprises a main tube and branch tubes, two pairs of branch tubes are inserted on the main tube and extend obliquely outwards, the main tube and the two pairs of branch tubes form the shape of a butterfly, each branch tube comprises a connecting plate, a truncated cone and a web member, the connecting plate is fixed with the main tube, the truncated cone is arranged between the web member and the connecting plate, and chord member connecting sites are arranged on two side walls of the main tube. The cast steel tubular joint is simple in structure, reasonable in stress, lower in construction difficulty and higher in safety.
Description
Technical field
The utility model is a kind of tubular joint, particularly a kind of butterfly-shaped intersecting joint in spatial structure that is used for the large span space pipe trussed construction in construction steel structure field.
Background technology
Large span space pipe trussed construction is weighed the important symbol of building science technical level often in the prior art, also is the symbol of a development of civilization degree.In recent decades, because the development of large span space pipe trussed construction is very fast, in case history, also obtained utilization very widely, often the node between steel pipe runs through, and adopts directly welding, causes the overlapping welding of intersection, steel pipe passes through the generation location eccentricity mutually simultaneously, and the safety of whole node is low.
Summary of the invention
The utility model mainly is to solve the deficiencies in the prior art, provides a kind of connection simple, has the butterfly-shaped intersecting joint in spatial structure that supports arm.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of butterfly-shaped intersecting joint in spatial structure, comprise and being responsible for and arm, be plugged with two pairs of arms on the described person in charge, stretch on described two pairs of outward-dipping edges of arm, the person in charge is butterfly-like with two pairs of arms, and described arm comprises junction plate, Rotary-table and web member, and the described junction plate and the person in charge fix, be provided with Rotary-table between web member and the junction plate, the person in charge's two side is provided with chord member and connects the position.Adopted butterfly-shaped intersecting joint in spatial structure, comprehensively measuring and calculating by whole engineering, reduced about 20% than general large span space pipe trussed construction intersection fusion length, and avoided node place steel duct node to strengthen operation, make the easier for installation of whole engineering, economic benefit has obtained maximized embodiment.Along with the birth of these novel building structure nodes, the steel structure node architectural image is more elegant in appearance, and butterfly-shaped intersecting joint provides reasonable precondition also for the later stage preservative treatment of building structure.
As preferably, inwardly along flexible little formation stiffening rib, stiffening rib is positioned at the interposition of being responsible for inwall to the tube wall at described person in charge two ends gradually; Described arm junction plate is skewed and is fixedly connected with the person in charge, and described Rotary-table is the wedge shape Rotary-table, and the tapered end and the junction plate of Rotary-table fix, and the end that Rotary-table is connected with web member is provided with fixing lug boss.
As preferably, the diameter of described Rotary-table and the equal diameters of web member, described Rotary-table and web member are fixedly connected by weld layer.
As preferably, the angle of the described junction plate and the person in charge's outward-dipping shape is 0 degree~90 degree.
As preferably, the described person in charge and arm are the rigidity part.
Therefore, the butterfly-shaped intersecting joint in spatial structure that the utility model provides, simple in structure, stressed reasonable, reduce difficulty of construction, improve safety.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a sectional structure schematic diagram of the present utility model;
Fig. 3 is the structural representation in the use of the present utility model.
The specific embodiment
Below by embodiment, and in conjunction with the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: as Fig. 1, Fig. 2 and shown in Figure 3, a kind of butterfly-shaped intersecting joint in spatial structure, comprise the person in charge 1 and arm 2, the tube wall of being responsible for 1 two ends is gradually inwardly along flexible little formation stiffening rib 7, stiffening rib 7 is positioned at the interposition of being responsible for 1 inwall, be plugged with two pairs of arms 2 on the described person in charge 1, stretch on described two pairs of arms 2 outward-dipping edges, be responsible for 1 and two pair of arm 2 and be butterfly-like, described arm 2 comprises junction plate 3, Rotary-table 4 and web member 5, described junction plate 3 fixes with the person in charge 1, be provided with Rotary-table 4 between web member 5 and the junction plate 3, the person in charge 1 two side is provided with chord member and connects position 6, the junction plate 3 of arm 2 is skewed and is fixedly connected with the person in charge 1, described Rotary-table 4 is the wedge shape Rotary-table, the tapered end of Rotary-table 4 and junction plate 3 fix, the end that Rotary-table 4 is connected with web member 5 is provided with fixing lug boss 8, the equal diameters of the diameter of Rotary-table 4 and web member 5, described Rotary-table 4 and web member 5 are fixedly connected by weld layer, junction plate 3 is 0 degree~90 degree with the angle of outward-dipping shape of the person in charge 1, the person in charge 1 and arm 2 are the rigidity part, and the two ends that chord member connects the position connect chord member 9.
Adopt butterfly-shaped intersecting joint in spatial structure, can be simpler, the node that carries out between steel pipe passes through mutually accurately, effectively prevent the adverse effect of the overlapping welding of on-the-spot intersection, improve the weld seam grade that node passes through the position mutually, and can prevent the location eccentricity that steel pipe passes through mutually, the whole node position is played the effect that improves its degree of safety reliability.
Claims (5)
1. butterfly-shaped intersecting joint in spatial structure, it is characterized in that: comprise the person in charge (1) and arm (2), be plugged with two pairs of arms (2) on the described person in charge (1), stretch on the outward-dipping edge of described two pairs of arms (2), be responsible for (1) and be butterfly-like with two pairs of arms (2), described arm (2) comprises junction plate (3), Rotary-table (4) and web member (5), described junction plate (3) fixes with the person in charge (1), be provided with Rotary-table (4) between web member (5) and the junction plate (3), the two side of being responsible for (1) is provided with chord member and connects position (6).
2. butterfly-shaped intersecting joint in spatial structure according to claim 1 is characterized in that: inwardly along flexible little formation stiffening rib (7), stiffening rib (7) is positioned at the interposition of the person in charge (1) inwall to the tube wall at the described person in charge (1) two ends gradually; The junction plate (3) of described arm (2) is skewed and is fixedly connected with the person in charge (1), described Rotary-table (4) is the wedge shape Rotary-table, the tapered end of Rotary-table (4) and junction plate (3) fix, and the end that Rotary-table (4) is connected with web member (5) is provided with fixing lug boss (8).
3. according to claim 1 or 2 described butterfly-shaped intersecting joint in spatial structure, it is characterized in that: the equal diameters of the diameter of described Rotary-table (4) and web member (5), described Rotary-table (4) is fixedly connected by weld layer with web member (5).
4. according to claim 1 or 2 described butterfly-shaped intersecting joint in spatial structure, it is characterized in that: described junction plate (3) is 0 degree~90 degree with the angle of the outward-dipping shape of being responsible for (1).
5. according to claim 1 or 2 described butterfly-shaped intersecting joint in spatial structure, it is characterized in that: the described person in charge (1) and arm (2) are the rigidity part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201255467U CN201679095U (en) | 2010-03-09 | 2010-03-09 | Space structural butterfly-shaped cast steel tubular joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201255467U CN201679095U (en) | 2010-03-09 | 2010-03-09 | Space structural butterfly-shaped cast steel tubular joint |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201679095U true CN201679095U (en) | 2010-12-22 |
Family
ID=43344145
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010201255467U Expired - Lifetime CN201679095U (en) | 2010-03-09 | 2010-03-09 | Space structural butterfly-shaped cast steel tubular joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201679095U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101781911A (en) * | 2010-03-09 | 2010-07-21 | 浙江东南网架股份有限公司 | Butterfly-shaped intersecting joint in spatial structure |
CN103184768A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Screw thread sleeve joint for detachable grid structure |
CN103898991A (en) * | 2014-04-10 | 2014-07-02 | 北京工业大学 | Sleeve-type pipe node |
CN107675803A (en) * | 2017-09-11 | 2018-02-09 | 广州新赛尔特篷房技术有限公司 | Panel point connector |
CN108708459A (en) * | 2018-08-08 | 2018-10-26 | 中建钢构有限公司 | The manufacturing process of canalis spinalis tubular joint and canalis spinalis tubular joint |
-
2010
- 2010-03-09 CN CN2010201255467U patent/CN201679095U/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101781911A (en) * | 2010-03-09 | 2010-07-21 | 浙江东南网架股份有限公司 | Butterfly-shaped intersecting joint in spatial structure |
CN101781911B (en) * | 2010-03-09 | 2011-10-26 | 浙江东南网架股份有限公司 | Butterfly-shaped intersecting joint in spatial structure |
CN103184768A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Screw thread sleeve joint for detachable grid structure |
CN103898991A (en) * | 2014-04-10 | 2014-07-02 | 北京工业大学 | Sleeve-type pipe node |
CN107675803A (en) * | 2017-09-11 | 2018-02-09 | 广州新赛尔特篷房技术有限公司 | Panel point connector |
CN108708459A (en) * | 2018-08-08 | 2018-10-26 | 中建钢构有限公司 | The manufacturing process of canalis spinalis tubular joint and canalis spinalis tubular joint |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201679095U (en) | Space structural butterfly-shaped cast steel tubular joint | |
CN106088360B (en) | A kind of two-tube lower edge connecting node of large span list truss structure and truss structure | |
CN102140777B (en) | Multi-chord combined beam structure | |
CN205026213U (en) | A pipeline fixing device for managing on truss | |
CN201891088U (en) | Semicircular arched culvert pipe and bearing support seat thereof | |
WO2013044496A1 (en) | Composite pc bridge with large cantilever corrugated web and steel truss | |
CN101781911B (en) | Butterfly-shaped intersecting joint in spatial structure | |
CN207582727U (en) | Double steel plate-concrete shear force wall side column inner lining pipe type connecting joint structure | |
CN114704029A (en) | Steel-wood combined roof truss structure | |
CN101806107A (en) | Side column connecting node of thin steel plate shear wall | |
CN202954488U (en) | Combined concrete-filled steel tubular column | |
CN202227480U (en) | Floor roof connection structure of light-steel house | |
CN205046920U (en) | Steel pipe lattice formula framework lightning rod | |
CN105484368A (en) | Small angle crossing concrete-filled steel tube column internal stiffening tubular joint and making method thereof | |
KR20190041276A (en) | Thrust Structure Using Double Steel Tube and Construction Method Therefor | |
CN204589785U (en) | A kind of rectangular steel pipe negative and positive interfix joint | |
CN208578253U (en) | A kind of special-shaped column composed of concrete-filled square steel tubes based on ratio-frequency welding H profile steel | |
CN202766974U (en) | Bent cap bearing frame without full framing | |
CN212295341U (en) | Section steel concrete column underpinning node | |
CN201850653U (en) | Tower column plate-type stay cable node of large-span cable-stayed structure | |
CN207295983U (en) | Crossbeam bindiny mechanism | |
CN106192716A (en) | Laemodipodiform steel tubular type broken line arch bridge | |
WO2013044498A1 (en) | Double corrugated steel web steel-hybrid assembly bridge and construction method therefor | |
CN202790959U (en) | Steel pipe truss structure based on aloft lateral support | |
CN202744965U (en) | Arch rib collecting mechanism of steel pipe concrete arch bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20101222 Effective date of abandoning: 20111026 |