CN103510627A - Sleeve type node for concrete filled square steel tubular column and I-steel beam and processing method thereof - Google Patents
Sleeve type node for concrete filled square steel tubular column and I-steel beam and processing method thereof Download PDFInfo
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- CN103510627A CN103510627A CN201310441085.2A CN201310441085A CN103510627A CN 103510627 A CN103510627 A CN 103510627A CN 201310441085 A CN201310441085 A CN 201310441085A CN 103510627 A CN103510627 A CN 103510627A
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Abstract
The invention provides a sleeve type node for a concrete filled square steel tubular column and an I-steel beam and a processing method thereof. The sleeve type node is mainly composed of a column component, a column wall sleeve, a flange side plate, a framework-shaped beam end and the I-steel beam. The column wall sleeve is welded on the outer wall of the column component of the concrete filled square steel tubular column and connected with the flange side plate and the framework-shaped beam end through weld joints, and the framework-shaped beam end is connected with the I-steel beam through stud welding. The sleeve type node for the concrete filled square steel tubular column and the I-steel beam has the advantages of being simple and reasonable in structure, large in rigidity, high in bearing capacity, good in anti-seismic performance and small in occupied space, enabling factory prefabrication to be easily achieved, facilitating utilization of an indoor space and installation of an outer wall board and the like and has good engineering application prospect.
Description
Technical field
The bushing type node and the processing method thereof that the invention provides a kind of concrete-filled steel square tubular column and steel I-beam, belong to structural engineering field.
Background technology
In adopting the structure of steel core concrete column and steel I-beam, node is commonly used outer annular-stiffer type, its advantage is that Path of Force Transfer is succinct clear and definite, node rigidity is large, bearing capacity is high, anti-seismic performance is good, can realize preferably the principle of " strong post, weak beam, node are stronger " under suitable Cross section Design; Its shortcoming is the outstanding post limb of the outer annular-stiffer of node, hinders the interior space and is not easy to the installation of side fascia, can not meet the needs of housing construction.
Summary of the invention
Goal of the invention
The invention provides bushing type node and the processing method thereof of a kind of concrete-filled steel square tubular column and steel I-beam, its object is to solve the problem that current common outer annular-stiffer type node size is large, hinder the aspects such as the interior space, inconvenient side fascia installation to exist.
Technical scheme
And a bushing type node for steel I-beam, is characterized in that: mainly post limb, post jamb sleeve pipe, bone ellbeam Duan, edge of a wing side plate and steel I-beam, consist of; Outer wall at post limb is provided with post jamb sleeve pipe, and steel core concrete column connects steel I-beam by being arranged on its outside bone ellbeam end, auxiliary bone ellbeam end and the post jamb sleeve pipe of connecting of edge of a wing side plate.
Post limb is connected by weld seam with post jamb sleeve pipe, and post jamb sleeve pipe is connected by weld seam with bone ellbeam Duan Ji edge of a wing side plate, is edge of a wing welding and soldered the connecing of the bolted bolt of web between bone ellbeam end and steel I-beam.
Post limb is connected by upper, middle and lower three road weld seams with post jamb sleeve pipe.
A processing method for the bushing type node of concrete-filled steel square tubular column and steel I-beam, is characterized in that: this process steps is as follows:
(1) calculate post jamb casing size, determine thickness, length and the weld size of sleeve pipe;
(2) calculate bone ellbeam end size, determine radius, action and the chord length of bone shape; Determine the size of edge of a wing side plate;
(3) sleeve pipe two ends are processed into interior chamfering and post jamb and are formed monolateral double V-groove welding, and sleeve pipe middle part, according to some sections of oval grooves of calculating processing and post jamb formation slot weld, completes the welding of post jamb sleeve pipe, bone ellbeam Duan, edge of a wing side plate;
(4) on-the-spot opsition dependent is put rear welded post limb and post jamb sleeve pipe well, and other complete by normal construction step, and bone ellbeam end is connected with steel I-beam, pouring concrete.
Advantage and effect
Advantage of the present invention and beneficial effect are as follows:
Joint structure of the present invention is simple, can realize prefabrication, improves work situation, improve the quality of production; Path of Force Transfer is succinct clearly, node rigidity is large, bearing capacity is high, hysteresis loop is full, energy dissipation capacity is large, ductility is good, can meet the Seismic Design Requirements of node; Node is not with reinforcing ring, facilitates interior space utilization and side fascia to install.
Accompanying drawing explanation
Fig. 1 is mid-side node structure elevation;
Fig. 2 is mid-side node texture edge figure;
Fig. 3 is intermediate node structure elevation;
Fig. 4 is intermediate node texture edge figure.
Description of reference numerals:
1, post limb, 2, post jamb sleeve pipe, 3, bone ellbeam end, 4, edge of a wing side plate, 5, steel I-beam.
the specific embodiment:
Below in conjunction with accompanying drawing, the present invention is described further:
As shown in Fig. 1-Fig. 4, the invention provides the bushing type node of a kind of concrete-filled steel square tubular column and steel I-beam, mainly by post limb 1, post jamb sleeve pipe 2, bone ellbeam end 3, edge of a wing side plate 4 and steel I-beam 5, formed; Outer wall at steel core concrete column post limb 1 is provided with post jamb sleeve pipe 2, and steel core concrete column connects steel I-beam 5 by described bone ellbeam end 3, auxiliary bone ellbeam end 3 and the post jamb sleeve pipe 2 of connecting of edge of a wing side plate 4.
Between bone ellbeam end 3 and steel I-beam 5, be edge of a wing welding and soldered the connecing of the bolted bolt of web.
This joint structure of the present invention is simple, can prefabrication, improve work situation, improve the quality of production; Analysis shows, supporting capacity is high, and hysteresis loop is full and be almost completely spindle, and energy dissipation capacity is large, and ductility of joint is good, can meet the Seismic Design Requirements of node, can be used in multilayer or little high residential building.
The processing method of this node structure is: 1. calculate post jamb casing size, determine thickness, length and the weld size of sleeve pipe.The wall thickness suggestion of sleeve pipe is got
, wherein
t c ,
t f be respectively column jecket wall thickness and the steel I-beam edge of a wing is thick; The height suggestion of sleeve pipe is got
, wherein
h b , that D is respectively the post of steel I-beam depth of section and steel core concrete column is wide,
h d for sleeve pipe exceeds beam face height.Interior chamfering is processed at sleeve pipe two ends and post jamb forms monolateral double V-groove welding, and sleeve pipe middle part can process some sections of oval grooves and post jamb formation slot weld according to bearing capacity calculation.Sleeve pipe can be strengthened in node area, first not drawn badly with guard column, improves the out-of-plane flexing that post jamb plate tension causes, by sleeve pipe, can effectively bear flange of beam pulling force, improves significantly Hysteresis Behavior, improves energy dissipation capacity.2. calculate bone ellbeam end size, determine radius, action and the chord length of bone shape.Parameter and the size value of beam-ends Gu Xing junction are as follows:
,
,
,
.The bone shape that node adopt to weaken beam-ends connects, and when advantage is to occur to shake greatly, guides artificially plastic hinge to occur in beam-ends weakening place, avoids weld seam junction stress excessive and destroy; Improved the ductility of node, plastic hinge still has stable Elastoplastic Performances in Simulation and good energy dissipation capacity after occurring.③ factory completes the welding of post jamb sleeve pipe, bone ellbeam Duan, edge of a wing side plate.The side plate on the beam-ends edge of a wing, can avoid stress to concentrate, guarantee that the axial stress of flange of beam evenly passes on post side plate.4. on-the-spot opsition dependent is put rear welded post limb and post jamb sleeve pipe well, and other complete by normal construction step, and bone ellbeam end is connected with steel I-beam, pouring concrete.
Claims (4)
1. a bushing type node for concrete-filled steel square tubular column and steel I-beam, is characterized in that: mainly post limb (1), post jamb sleeve pipe (2), bone ellbeam end (3), edge of a wing side plate (4) and steel I-beam (5), consist of; Outer wall at post limb (1) is provided with post jamb sleeve pipe (2), and steel core concrete column connects steel I-beam (5) by being arranged on its outside bone ellbeam end (3), auxiliary bone ellbeam end (3) and the post jamb sleeve pipe (2) of connecting of edge of a wing side plate (4).
2. the bushing type node of concrete-filled steel square tubular column according to claim 1 and steel I-beam, it is characterized in that: post limb (1) is connected by weld seam with post jamb sleeve pipe (2), post jamb sleeve pipe (2) is connected by weld seam with bone ellbeam end (3) and edge of a wing side plate (4), is edge of a wing welding and soldered the connecing of the bolted bolt of web between bone ellbeam end (3) and steel I-beam (5).
3. the bushing type node of concrete-filled steel square tubular column according to claim 2 and steel I-beam, is characterized in that: post limb (1) is connected by upper, middle and lower three road weld seams with post jamb sleeve pipe (2).
4. a processing method for the bushing type node of concrete-filled steel square tubular column and steel I-beam as claimed in claim 1, is characterized in that: this process steps is as follows:
(1) calculate post jamb casing size, determine thickness, length and the weld size of sleeve pipe;
(2) calculate bone ellbeam end size, determine radius, action and the chord length of bone shape; Determine the size of edge of a wing side plate;
(3) sleeve pipe two ends are processed into interior chamfering and post jamb and are formed monolateral double V-groove welding, and sleeve pipe middle part, according to some sections of oval grooves of calculating processing and post jamb formation slot weld, completes the welding of post jamb sleeve pipe, bone ellbeam Duan, edge of a wing side plate;
(4) on-the-spot opsition dependent is put rear welded post limb and post jamb sleeve pipe well, and other complete by normal construction step, and bone ellbeam end is connected with steel I-beam, pouring concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310441085.2A CN103510627A (en) | 2013-09-25 | 2013-09-25 | Sleeve type node for concrete filled square steel tubular column and I-steel beam and processing method thereof |
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|---|---|---|---|
| CN201310441085.2A CN103510627A (en) | 2013-09-25 | 2013-09-25 | Sleeve type node for concrete filled square steel tubular column and I-steel beam and processing method thereof |
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Cited By (6)
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| CN104499568A (en) * | 2014-12-19 | 2015-04-08 | 东南大学 | Square steel pipe fabricated column-prefabricated superposed beam integrally-fabricated frame and construction method |
| CN105625585A (en) * | 2016-02-03 | 2016-06-01 | 山东大学 | Buckling constraint steel structure beam-column connection and steel structure building |
| CN105839776A (en) * | 2016-05-19 | 2016-08-10 | 山东大学 | Buckling constraint type steel-beam-and-column end-plate connection joint and steel structure building |
| CN107035068A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | Combine the joining method of prefabricated post in a kind of part |
| CN107246109A (en) * | 2017-03-12 | 2017-10-13 | 东北石油大学 | Framework and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| CN111287337A (en) * | 2020-04-13 | 2020-06-16 | 上海同煦工程咨询有限公司 | Assembled bone-shaped anti-seismic node |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499568A (en) * | 2014-12-19 | 2015-04-08 | 东南大学 | Square steel pipe fabricated column-prefabricated superposed beam integrally-fabricated frame and construction method |
| CN105625585A (en) * | 2016-02-03 | 2016-06-01 | 山东大学 | Buckling constraint steel structure beam-column connection and steel structure building |
| CN105625585B (en) * | 2016-02-03 | 2019-03-29 | 山东大学 | Buckling-restrained steel structure girder column connected node and steel building |
| CN105839776A (en) * | 2016-05-19 | 2016-08-10 | 山东大学 | Buckling constraint type steel-beam-and-column end-plate connection joint and steel structure building |
| CN105839776B (en) * | 2016-05-19 | 2019-03-29 | 山东大学 | Buckling-restrained formula beam-column end plate connecting node and steel building |
| CN107246109A (en) * | 2017-03-12 | 2017-10-13 | 东北石油大学 | Framework and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| CN107246109B (en) * | 2017-03-12 | 2019-04-16 | 东北石油大学 | The frame and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| CN107035068A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | Combine the joining method of prefabricated post in a kind of part |
| CN111287337A (en) * | 2020-04-13 | 2020-06-16 | 上海同煦工程咨询有限公司 | Assembled bone-shaped anti-seismic node |
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Application publication date: 20140115 |