CN204001220U - A kind of steel structure node member - Google Patents
A kind of steel structure node member Download PDFInfo
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- CN204001220U CN204001220U CN201420354778.8U CN201420354778U CN204001220U CN 204001220 U CN204001220 U CN 204001220U CN 201420354778 U CN201420354778 U CN 201420354778U CN 204001220 U CN204001220 U CN 204001220U
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Abstract
The utility model discloses a kind of steel structure node member, comprise junction plate, bolt and channel-section steel, also comprise backing plate, channel-section steel runs through backing plate and junction plate successively, on bolt, cover has spring, on backing plate, be provided with the first pull bar and the second pull bar, the first pull bar and the second pull bar are " eight " font and are arranged symmetrically between steel column and backing plate, first pull bar one end is connected with backing plate upper end, the other end is connected with steel column, second pull bar one end is connected with backing plate lower end, the other end is connected with steel column, junction plate upper end is provided with the first stay cord, lower end is provided with the second stay cord, first stay cord one end is connected with junction plate, the other end is connected with chord member of truss, second stay cord one end is connected with junction plate, the other end is connected with chord member of truss.The utility model reasonable in design, node component, by steel column and the organic connection of chord member of truss, can effectively improve shearing, and in the time that earthquake intensity is higher, bolt is frangibility not, has greatly improved the long-term safety using of steel work.
Description
Technical field
The utility model relates to steel work technical field, relates in particular to a kind of steel structure node member.
Background technology
Steel work is compared with other construction, and in use, design, construction and mixed economy aspect all have advantage, cost is low, can move at any time.Be in particular in: steel house can better meet the requirement of architectural large bay flexible isolation than traditional architecture, and can, by reducing the section area of post and using Light trabs, improve area utilization rate, indoor effective usable floor area improves approximately 6%.Good energy-conserving effect, body of wall adopts the standardized C shaped steel of light energy-saving, square steel, sandwiched plate, good heat insulating, seismic degree is good, and energy-conservation 50%.Ductility, its plastic deformation ability that steel structure system can be given full play to steel work for housing construction are strong, have good seismic wind resistance, have greatly improved the security reliability of house.Especially in the situation that meeting with earthquake, typhoon disaster, steel work can avoid the collapsing property of building to destroy.Building lower overall weight, system of steel residential structure, from heavy and light, is about the half of concrete structure, can greatly reduce foundation cost.Speed of application is fast, and the duration at least shortens 1/3rd, 1000 square meter than traditional dwelling house system only needs 20 days, five workmans to complete.Environment protecting is good, and steel house when construction has greatly reduced the consumption of sand, stone, ash, material used in the time of demolishing buildings, most of material can be again with or degraded, can not cause rubbish.Meet the requirement of housing industrialization and sustainable development, the suitable factory mass of steel work is produced, and industrialization degree is high, and can be by advanced finished product set such as energy-conservation, waterproof, heat insulation, door and windows in one, complete application, will design, Systemizing production and construction in concrete project, improve the level of construction industry.In construction, conventionally can use steel concrete; steel work is compared with ordinary reinforced concrete structure; the superiority such as it is homogeneous, high-strength, speed of application is fast, shock resistance is good and the rate of recovery is high; steel will exceed doubly a lot than the intensity of masonry and concrete and modulus of elasticity; therefore under the identical condition of load, the quality of steel member is light.From destroyed aspect, steel work is to have moderate finite deformation omen in advance, belongs to ductile fracture structure, can find in advance danger, thereby avoid; Therefore, present factory building adopts steel work to complete mostly.
In workshop steel structure, there will be a large amount of nodes, Nodes need to connect by node apparatus, and the quality of node apparatus directly can affect the anti-seismic performance of whole mill construction.
Publication number is CN 201850654U, the Chinese patent literature that open day is on 06 01st, 2011 discloses a kind of steel structure node device, comprise steel column, pricncipal rafter, truss lower chord, channel-section steel, internal partition, head plate, junction plate, vertical stiffeners, high-strength bolt, it is characterized in that: by being welded to connect two sections of channel-section steels, on channel-section steel, be provided with high-strength bolt hole at described steel column and truss connecting place; Internal partition is all welded in upper chord and inner side, lower chord end at truss, at every internal partition edge welding head plate; The junction plate matching at the welding of head plate bottom and channel-section steel, the reserved high-strength bolt hole identical with channel-section steel on junction plate; Weld at junction plate and head plate both sides the vertical stiffeners matching with channel-section steel; By high-strength bolt, channel-section steel is connected with junction plate.
The disclosed node apparatus of this patent documentation, although make truss cross section local enhancement by setting up internal partition and vertical stiffeners, but because structure design is unreasonable, whole node apparatus and steel column form one and are rigidly connected, in the time that earthquake intensity is higher, bolt easily fractures, and causes whole node apparatus and steel column to disconnect, and has serious potential safety hazard.
Utility model content
For solving the problems of the technologies described above, the utility model proposes a kind of steel structure node member, the utility model reasonable in design, node component is by steel column and the organic connection of chord member of truss, can effectively improve shearing, in the time that earthquake intensity is higher, bolt is frangibility not, has greatly improved the long-term safety using of steel work.
The technical solution adopted in the utility model is:
A kind of steel structure node member, comprise junction plate, bolt be connected steel column, the channel-section steel of chord member of truss, it is characterized in that: also comprise backing plate, described channel-section steel runs through backing plate and junction plate successively, backing plate and junction plate are bolted, on described bolt, cover has spring, on described backing plate, be provided with the first pull bar and the second pull bar, the first pull bar and the second pull bar are " eight " font and are arranged symmetrically between steel column and backing plate, the first pull bar is positioned at channel-section steel one side, the second pull bar is positioned at channel-section steel opposite side, described first pull bar one end is connected with backing plate upper end, the other end is connected with steel column, described second pull bar one end is connected with backing plate lower end, the other end is connected with steel column, described junction plate upper end is provided with the first stay cord, lower end is provided with the second stay cord, described first stay cord one end is connected with junction plate, the other end is connected with chord member of truss, described second stay cord one end is connected with junction plate, the other end is connected with chord member of truss.
Between described channel-section steel and the first pull bar, be provided with arc ribs, arc ribs one end is connected with the first pull bar center, and the other end is connected with channel-section steel.
On described the first pull bar, cover has oversheath.
Described bolt is two, lays respectively at channel-section steel one side and opposite side, the upper end of bolt connection backing plate and junction plate, the lower end of another root bolt connection backing plate and junction plate.
Described channel-section steel middle part cover has sleeve pipe.
Described sleeve pipe is split-type structural, is made up of the first body, connecting ring and the second body, and connecting ring one end is connected with the first body, and the other end is connected with the second body.
The beneficial effects of the utility model are mainly manifested in the following aspects:
One, " channel-section steel runs through backing plate and junction plate successively, backing plate and junction plate are bolted, on described bolt, cover has spring, on described backing plate, be provided with the first pull bar and the second pull bar, the first pull bar and the second pull bar are " eight " font and are arranged symmetrically between steel column and backing plate, the first pull bar is positioned at channel-section steel one side, the second pull bar is positioned at channel-section steel opposite side, described first pull bar one end is connected with backing plate upper end, the other end is connected with steel column, described second pull bar one end is connected with backing plate lower end, the other end is connected with steel column, described junction plate upper end is provided with the first stay cord, lower end is provided with the second stay cord, described first stay cord one end is connected with junction plate, the other end is connected with chord member of truss, described second stay cord one end is connected with junction plate, the other end is connected with chord member of truss ", adopt this structure to form a complete technical scheme, backing plate and junction plate are bolted, on described bolt, cover has spring, on described backing plate, be provided with the first pull bar and the second pull bar, the first pull bar and the second pull bar are " eight " font and are arranged symmetrically with, the first pull bar and the second pull bar have improved the shearing of channel-section steel, change the force direction that is subject to of channel-section steel, because channel-section steel runs through backing plate and junction plate successively, backing plate and junction plate are bolted, the power that bolt is subject to turns to the first pull bar and the second pull bar by channel-section steel, thereby reduce the stressed of bolt, bolt is frangibility not, by the first stay cord, the second stay cord are set on junction plate, first stay cord one end is connected with junction plate, the other end is connected with chord member of truss, second stay cord one end is connected with junction plate, the other end is connected with chord member of truss, the first stay cord, the second stay cord change the force direction that is subject to of channel-section steel, can further improve shearing, thereby have greatly improved the long-term safety using of steel work.
Two, between channel-section steel and the first pull bar, be provided with arc ribs, arc ribs one end is connected with the first pull bar center, and the other end is connected with channel-section steel, and arc ribs provides a support can to the first pull bar, reduce the stressed of the first pull bar, thereby be beneficial to enhancing shearing.
Three, on the first pull bar, cover has oversheath, and oversheath can effectively be protected the first pull bar, ensures the long-term structural strength using of the first pull bar.
Four, bolt is two, lays respectively at channel-section steel one side and opposite side, the upper end of bolt connection backing plate and junction plate, the lower end of another root bolt connection backing plate and junction plate, two bolts are arranged in juxtaposition, and can divide equally stressed, bolt is frangibility not, improves steel work intensity.
Five, channel-section steel middle part cover has sleeve pipe, and sleeve pipe can effectively be protected channel-section steel, reduces the wearing and tearing of channel-section steel, thereby strengthens the safety of steel work.
Six, sleeve pipe is split-type structural, is made up of the first body, connecting ring and the second body, and connecting ring one end is connected with the first body, and the other end is connected with the second body, and sleeve pipe adopts split-type structural, maintains easily channel-section steel, and it is also quite convenient that sleeve pipe is changed.
Brief description of the drawings
Below in conjunction with specification drawings and specific embodiments, the utility model is described in further detail, wherein:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model embodiment 2;
Fig. 3 is the structural representation of the utility model embodiment 3;
Fig. 4 is the structural representation of the utility model embodiment 4;
Mark in figure: 1, junction plate, 2, bolt, 3, steel column, 4, chord member of truss, 5, channel-section steel, 6, backing plate, 7, spring, 8, the first pull bar, 9, the second pull bar, 10, the first stay cord, 11, the second stay cord, 12, arc ribs, 13, oversheath, 14, sleeve pipe, 15, the first body, 16, connecting ring, 17, the second body.
Detailed description of the invention
Embodiment 1
A kind of steel structure node member, comprise junction plate 1, bolt 2 be connected steel column 3, the channel-section steel 5 of chord member of truss 4, also comprise backing plate 6, described channel-section steel 5 runs through backing plate 6 and junction plate 1 successively, backing plate 6 is connected by bolt 2 with junction plate 1, on described bolt 2, cover has spring 7, on described backing plate 6, be provided with the first pull bar 8 and the second pull bar 9, the first pull bar 8 and the second pull bar 9 are " eight " font and are arranged symmetrically between steel column 3 and backing plate 6, the first pull bar 8 is positioned at channel-section steel 5 one sides, the second pull bar 9 is positioned at channel-section steel 5 opposite sides, described first pull bar 8 one end are connected with backing plate 6 upper ends, the other end is connected with steel column 3, described second pull bar 9 one end are connected with backing plate 6 lower ends, the other end is connected with steel column 3, described junction plate 1 upper end is provided with the first stay cord 10, lower end is provided with the second stay cord 11, described first stay cord 10 one end are connected with junction plate 1, the other end is connected with chord member of truss 4, described second stay cord 11 one end are connected with junction plate 1, the other end is connected with chord member of truss 4.
The present embodiment is basic embodiment, reasonable in design, and node component, by steel column 3 and the organic connection of chord member of truss 4, can effectively improve shearing, and in the time that earthquake intensity is higher, not frangibility of bolt 2, has improved the long-term safety using of steel work greatly.
Embodiment 2
A kind of steel structure node member, comprise junction plate 1, bolt 2 be connected steel column 3, the channel-section steel 5 of chord member of truss 4, also comprise backing plate 6, described channel-section steel 5 runs through backing plate 6 and junction plate 1 successively, backing plate 6 is connected by bolt 2 with junction plate 1, on described bolt 2, cover has spring 7, on described backing plate 6, be provided with the first pull bar 8 and the second pull bar 9, the first pull bar 8 and the second pull bar 9 are " eight " font and are arranged symmetrically between steel column 3 and backing plate 6, the first pull bar 8 is positioned at channel-section steel 5 one sides, the second pull bar 9 is positioned at channel-section steel 5 opposite sides, described first pull bar 8 one end are connected with backing plate 6 upper ends, the other end is connected with steel column 3, described second pull bar 9 one end are connected with backing plate 6 lower ends, the other end is connected with steel column 3, described junction plate 1 upper end is provided with the first stay cord 10, lower end is provided with the second stay cord 11, described first stay cord 10 one end are connected with junction plate 1, the other end is connected with chord member of truss 4, described second stay cord 11 one end are connected with junction plate 1, the other end is connected with chord member of truss 4.
Between described channel-section steel 5 and the first pull bar 8, be provided with arc ribs 12, arc ribs 12 one end are connected with the first pull bar 8 centers, and the other end is connected with channel-section steel 5.
The present embodiment is preferred embodiments, between channel-section steel 5 and the first pull bar 8, be provided with arc ribs 12, arc ribs 12 one end are connected with the first pull bar 8 centers, the other end is connected with channel-section steel 5, arc ribs 12 provides a support can to the first pull bar 8, reduce the stressed of the first pull bar 8, thereby be beneficial to enhancing shearing.
Embodiment 3
A kind of steel structure node member, comprise junction plate 1, bolt 2 be connected steel column 3, the channel-section steel 5 of chord member of truss 4, also comprise backing plate 6, described channel-section steel 5 runs through backing plate 6 and junction plate 1 successively, backing plate 6 is connected by bolt 2 with junction plate 1, on described bolt 2, cover has spring 7, on described backing plate 6, be provided with the first pull bar 8 and the second pull bar 9, the first pull bar 8 and the second pull bar 9 are " eight " font and are arranged symmetrically between steel column 3 and backing plate 6, the first pull bar 8 is positioned at channel-section steel 5 one sides, the second pull bar 9 is positioned at channel-section steel 5 opposite sides, described first pull bar 8 one end are connected with backing plate 6 upper ends, the other end is connected with steel column 3, described second pull bar 9 one end are connected with backing plate 6 lower ends, the other end is connected with steel column 3, described junction plate 1 upper end is provided with the first stay cord 10, lower end is provided with the second stay cord 11, described first stay cord 10 one end are connected with junction plate 1, the other end is connected with chord member of truss 4, described second stay cord 11 one end are connected with junction plate 1, the other end is connected with chord member of truss 4.
Between described channel-section steel 5 and the first pull bar 8, be provided with arc ribs 12, arc ribs 12 one end are connected with the first pull bar 8 centers, and the other end is connected with channel-section steel 5.
On described the first pull bar 8, cover has oversheath 13.
Described bolt 2 is two, lays respectively at channel-section steel 5 one sides and opposite side, the upper end of bolt 2 connection backing plate 6 and junction plate 1, the lower end of another root bolt 2 connection backing plates 6 and junction plate 1.
The present embodiment is another preferred embodiments, and on the first pull bar 8, cover has oversheath 13, and oversheath 13 can effectively be protected the first pull bar 8, ensures the long-term structural strength using of the first pull bar 8.Bolt 2 is two, lays respectively at channel-section steel 5 one sides and opposite side, the upper end of bolt 2 connection backing plate 6 and junction plate 1, the lower end of another root bolt 2 connection backing plates 6 and junction plate 1, two bolts 2 are arranged in juxtaposition, and can divide equally stressed, not frangibility of bolt 2, improves steel work intensity.
Embodiment 4
A kind of steel structure node member, comprise junction plate 1, bolt 2 be connected steel column 3, the channel-section steel 5 of chord member of truss 4, also comprise backing plate 6, described channel-section steel 5 runs through backing plate 6 and junction plate 1 successively, backing plate 6 is connected by bolt 2 with junction plate 1, on described bolt 2, cover has spring 7, on described backing plate 6, be provided with the first pull bar 8 and the second pull bar 9, the first pull bar 8 and the second pull bar 9 are " eight " font and are arranged symmetrically between steel column 3 and backing plate 6, the first pull bar 8 is positioned at channel-section steel 5 one sides, the second pull bar 9 is positioned at channel-section steel 5 opposite sides, described first pull bar 8 one end are connected with backing plate 6 upper ends, the other end is connected with steel column 3, described second pull bar 9 one end are connected with backing plate 6 lower ends, the other end is connected with steel column 3, described junction plate 1 upper end is provided with the first stay cord 10, lower end is provided with the second stay cord 11, described first stay cord 10 one end are connected with junction plate 1, the other end is connected with chord member of truss 4, described second stay cord 11 one end are connected with junction plate 1, the other end is connected with chord member of truss 4.
Between described channel-section steel 5 and the first pull bar 8, be provided with arc ribs 12, arc ribs 12 one end are connected with the first pull bar 8 centers, and the other end is connected with channel-section steel 5.
On described the first pull bar 8, cover has oversheath 13.
Described bolt 2 is two, lays respectively at channel-section steel 5 one sides and opposite side, the upper end of bolt 2 connection backing plate 6 and junction plate 1, the lower end of another root bolt 2 connection backing plates 6 and junction plate 1.
Described channel-section steel 5 middle part covers have sleeve pipe 14.
The present embodiment is another preferred embodiments, and channel-section steel 5 middle part covers have sleeve pipe 14, and sleeve pipe 14 can effectively be protected channel-section steel 5, reduces the wearing and tearing of channel-section steel 5, thereby strengthens the safety of steel work.
Embodiment 5
A kind of steel structure node member, comprise junction plate 1, bolt 2 be connected steel column 3, the channel-section steel 5 of chord member of truss 4, also comprise backing plate 6, described channel-section steel 5 runs through backing plate 6 and junction plate 1 successively, backing plate 6 is connected by bolt 2 with junction plate 1, on described bolt 2, cover has spring 7, on described backing plate 6, be provided with the first pull bar 8 and the second pull bar 9, the first pull bar 8 and the second pull bar 9 are " eight " font and are arranged symmetrically between steel column 3 and backing plate 6, the first pull bar 8 is positioned at channel-section steel 5 one sides, the second pull bar 9 is positioned at channel-section steel 5 opposite sides, described first pull bar 8 one end are connected with backing plate 6 upper ends, the other end is connected with steel column 3, described second pull bar 9 one end are connected with backing plate 6 lower ends, the other end is connected with steel column 3, described junction plate 1 upper end is provided with the first stay cord 10, lower end is provided with the second stay cord 11, described first stay cord 10 one end are connected with junction plate 1, the other end is connected with chord member of truss 4, described second stay cord 11 one end are connected with junction plate 1, the other end is connected with chord member of truss 4.
Between described channel-section steel 5 and the first pull bar 8, be provided with arc ribs 12, arc ribs 12 one end are connected with the first pull bar 8 centers, and the other end is connected with channel-section steel 5.
On described the first pull bar 8, cover has oversheath 13.
Described bolt 2 is two, lays respectively at channel-section steel 5 one sides and opposite side, the upper end of bolt 2 connection backing plate 6 and junction plate 1, the lower end of another root bolt 2 connection backing plates 6 and junction plate 1.
Described channel-section steel 5 middle part covers have sleeve pipe 14.
Described sleeve pipe 14 is split-type structural, is made up of the first body 15, connecting ring 16 and the second body 17, and connecting ring 16 one end are connected with the first body 15, and the other end is connected with the second body 17.
The present embodiment is preferred forms, and sleeve pipe 14 is split-type structural, is made up of the first body 15, connecting ring 16 and the second body 17, and connecting ring 16 one end are connected with the first body 15, and the other end is connected with the second body 17.Sleeve pipe 14 adopts split-type structural, maintains easily channel-section steel 5, and sleeve pipe 14 is changed also quite convenient.
The utility model is not limited to above-described embodiment, and according to the description of above-described embodiment, those of ordinary skill in the art also can make some apparent changes to the utility model, but within these changes all should fall into the protection domain of the utility model claim.
Claims (6)
1. a steel structure node member, comprise junction plate (1), bolt (2) be connected steel column (3), the channel-section steel (5) of chord member of truss (4), it is characterized in that: also comprise backing plate (6), described channel-section steel (5) runs through backing plate (6) and junction plate (1) successively, backing plate (6) is connected by bolt (2) with junction plate (1), the upper cover of described bolt (2) has spring (7), on described backing plate (6), be provided with the first pull bar (8) and the second pull bar (9), the first pull bar (8) and the second pull bar (9) are " eight " font and are arranged symmetrically between steel column (3) and backing plate (6), the first pull bar (8) is positioned at channel-section steel (5) one sides, the second pull bar (9) is positioned at channel-section steel (5) opposite side, described the first pull bar (8) one end is connected with backing plate (6) upper end, the other end is connected with steel column (3), described the second pull bar (9) one end is connected with backing plate (6) lower end, the other end is connected with steel column (3), described junction plate (1) upper end is provided with the first stay cord (10), lower end is provided with the second stay cord (11), described the first stay cord (10) one end is connected with junction plate (1), the other end is connected with chord member of truss (4), described the second stay cord (11) one end is connected with junction plate (1), the other end is connected with chord member of truss (4).
2. a kind of steel structure node member according to claim 1, it is characterized in that: between described channel-section steel (5) and the first pull bar (8), be provided with arc ribs (12), arc ribs (12) one end is connected with the first pull bar (8) center, and the other end is connected with channel-section steel (5).
3. according to a kind of steel structure node member described in claim 1 or 2, it is characterized in that: the upper cover of described the first pull bar (8) has oversheath (13).
4. a kind of steel structure node member according to claim 3, it is characterized in that: described bolt (2) is two, lay respectively at channel-section steel (5) one side and opposite sides, the upper end of a bolt (2) connection backing plate (6) and junction plate (1), the lower end of another root bolt (2) connection backing plate (6) and junction plate (1).
5. a kind of steel structure node member according to claim 4, is characterized in that: described channel-section steel (5) middle part cover has sleeve pipe (14).
6. a kind of steel structure node member according to claim 5, it is characterized in that: described sleeve pipe (14) is split-type structural, formed by the first body (15), connecting ring (16) and the second body (17), connecting ring (16) one end is connected with the first body (15), and the other end is connected with the second body (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420354778.8U CN204001220U (en) | 2014-06-30 | 2014-06-30 | A kind of steel structure node member |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420354778.8U CN204001220U (en) | 2014-06-30 | 2014-06-30 | A kind of steel structure node member |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113642A (en) * | 2015-09-14 | 2015-12-02 | 四川蓝天网架钢结构工程有限公司 | Steel structural joint member |
| CN105178435A (en) * | 2015-09-14 | 2015-12-23 | 四川蓝天网架钢结构工程有限公司 | Shock-absorbing steel structural joint member |
| CN109667349A (en) * | 2019-01-03 | 2019-04-23 | 深圳信息职业技术学院 | Full prefabricated PC concrete frame structure shock-resistant node |
| CN117702942A (en) * | 2023-12-26 | 2024-03-15 | 杭萧钢构（山东）有限公司 | Prefabricated assembly type anti-seismic steel structure and anti-seismic method thereof |
-
2014
- 2014-06-30 CN CN201420354778.8U patent/CN204001220U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113642A (en) * | 2015-09-14 | 2015-12-02 | 四川蓝天网架钢结构工程有限公司 | Steel structural joint member |
| CN105178435A (en) * | 2015-09-14 | 2015-12-23 | 四川蓝天网架钢结构工程有限公司 | Shock-absorbing steel structural joint member |
| CN109667349A (en) * | 2019-01-03 | 2019-04-23 | 深圳信息职业技术学院 | Full prefabricated PC concrete frame structure shock-resistant node |
| CN117702942A (en) * | 2023-12-26 | 2024-03-15 | 杭萧钢构（山东）有限公司 | Prefabricated assembly type anti-seismic steel structure and anti-seismic method thereof |
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