CN105464221A - Partition plate penetrating node for connecting rectangular steel tube concrete column with box-shaped steel beam - Google Patents
Partition plate penetrating node for connecting rectangular steel tube concrete column with box-shaped steel beam Download PDFInfo
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- CN105464221A CN105464221A CN201511014355.7A CN201511014355A CN105464221A CN 105464221 A CN105464221 A CN 105464221A CN 201511014355 A CN201511014355 A CN 201511014355A CN 105464221 A CN105464221 A CN 105464221A
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- Prior art keywords
- steel
- plate
- box shape
- partition plate
- box
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 238000005192 partition Methods 0.000 title abstract 13
- 230000000149 penetrating Effects 0.000 title abstract 4
- 230000000875 corresponding Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 abstract description 11
- 238000010276 construction Methods 0.000 abstract description 8
- 230000005540 biological transmission Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 210000001503 Joints Anatomy 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003313 weakening Effects 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 240000005158 Phaseolus vulgaris Species 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 238000010008 shearing Methods 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
Abstract
The invention discloses a partition plate penetrating node for connecting a rectangular steel tube concrete column with a box-shaped steel beam. The partition plate penetrating node comprises an upper partition plate and a lower partition plate which are welded to the rectangular steel tube concrete column, four extended plates which are respectively opposite to web plates of the box-shaped steel beam are arranged between the upper partition plate and the lower partition plate, and the extended plates are connected with the opposite web plates of the box-shaped steel beam through connecting plates; a lower flange plate of the box-shaped steel beam is connected to the lower partition plate in an overlapped mode, the lower flange plate is connected with the lower partition plate through high-strength bolts I, an upper flange plate of the box-shaped steel beam is opposite to the upper partition plate, the upper flange plate is connected with the upper partition plate through cover plates, and the cover plates are welded to the upper flange plate of the box-shaped steel beam and the upper partition plate respectively. According to the partition plate penetrating node for connecting the rectangular steel tube concrete column with the box-shaped steel beam, stress is reasonable, plastic hinges can be formed in the beam, the purposes of absorbing and dissipating an earthquake are achieved, the adverse effect of the lower flange welding seam defects on the earthquake resistance performance of the node can be avoided, and construction is convenient and rapid.
Description
Technical field
The invention belongs to structural engineering technical field, particularly relate to a kind of through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column.
Background technology
Encased structures fill concrete in steel pipe is formed, the existence of steel pipe can prevent concrete premature rupture, concrete existence can prevent the too early flexing of steel pipe, the two synergy can give full play to the advantage that steel examining tensile behavior is high and concrete compression performance is good, therefore has that bearing capacity is high, plasticity and good toughness, anti-seismic performance are good, many advantages such as remarkable in economical benefits and construction environmental protection.
Rectangular steel tube with concrete infilled has the advantage that bending rigidity is large, node is easy to connect.The frame structure system that rectangular steel-tube concrete column and girder steel are formed, because layout is flexible, structure simple, component is easy to the features such as standardization, speed of application is fast, cost is low, there is good application prospect in executive information systems, be now subject to the most attention in domestic and international project field.
Conventional rectangular steel-tube concrete column-H profile steel beam connecting node comprises four kinds: inner diaphragm joint, outer ring plate node, the through node of dividing plate and external rib circular board node.Four kinds of nodes all have bolt to weld mixed node, i.e. edge of a wing welding, web bolt connects.
In U.S.'s north ridge earthquake of generation in 1994 and the Japanese Osaka-Kobe earthquake of nineteen ninety-five generation, there is brittle fracture in many connected nodes of multi and tall steel building building, the position of destruction in beam-ends welding position, the gusset plate place etc. of styletable welding position, bean column node.Trace it to its cause and be: on beam, form plastic hinge to reach the object of absorption and dissipation earthquake due to only considered in design at that time, and the stress ignoring nodes domains existence is concentrated and the impact of cross section weakening on node supporting capacity, and weldquality is difficult to ensure the impact on node supporting capacity.And crack is a lot of starts from commissure, bottom flange, the weld seam at this place interrupts, and not easily carries out ultrasonic examination, and weldquality is difficult to ensure.
Shaft blocks by the overhanging two pieces of dividing plates up and down in clapboard radius left and right, has certain weakening to shaft, but integral node section can prefabrication, and site operation process is fairly simple, also contributes to the change realizing column cross-section size in highrise building in addition.Form of architecture joints is simple, easy to make, interior space flexible arrangement.Flange of beam is stressed is directly passed to post side, and power transmission mechanism is clear and definite, is conducive to the transmission of beam-ends bending and shearing, decreases the local distortion of steel pipe post jamb, ensure that the service behaviour of node.But it is large also to there is welding job amount, bottom flange weld seam needs twice welding, and welding quality such as not easily to ensure at the shortcoming.
H profile steel beam is widely used in field of steel structure, and mainly due to its cross sectional shape economical rationality, mechanical property is good.But it is poor around weak axial plane external stability, when some need checking computations stability, often need steel beam with box shape just can meet the demands, but the type of attachment of steel beam with box shape and rectangular steel-tube concrete column node is less.
Summary of the invention
The present invention provides a kind of through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column for solving in known technology the technical problem that exists, this joints is reasonable, the object that plastic hinge reaches absorption and dissipation earthquake can be formed on beam, bottom flange weld defect can be avoided again the adverse effect of Seismic Behavior, and convenient and quick construction.
The technical scheme that the present invention takes for the technical problem existed in solution known technology is: a kind of through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column, comprise the upper spacer and lower clapboard that weld with described rectangular steel-tube concrete column, between described upper spacer and described lower clapboard, be provided with four pieces distinguish relative cantilever plate with the web of described steel beam with box shape, described cantilever plate is connected by junction plate with the web of described steel beam with box shape corresponding thereto; The bottom wing listrium of described steel beam with box shape is overlapped on described lower clapboard, and the two is connected by high-strength bolt I; The top flange plate of described steel beam with box shape is relative with described upper spacer, and is connected by cover plate, and top flange plate and the described upper spacer of described cover plate and described steel beam with box shape weld respectively.
Described junction plate is positioned at the outside of described steel beam with box shape, and described junction plate welds with described cantilever plate, and described junction plate is connected by high-strength bolt II with the web of described steel beam with box shape.
Described junction plate is positioned at the outside of described steel beam with box shape, and described junction plate welds respectively with the web of described cantilever plate and described steel beam with box shape.
The thickness of described cantilever plate is more than or equal to the thickness of the web of described steel beam with box shape; The thickness of described upper spacer is more than or equal to the thickness of the top flange plate of described steel beam with box shape; The thickness of described lower clapboard is more than or equal to the thickness of the bottom wing listrium of described steel beam with box shape.
The advantage that the present invention has and good effect are:
One) form that lower bolt welds is adopted, insensitive to construction and installation error, to be processed and construction error affects less;
Two) weld job of the overwhelming majority completes in factory, and Site Welding workload is little, effectively can reduce the adverse effect of weld defect and extending stress band, can provide good anti-seismic performance.
Three) simple structure, power transmission is clear and definite.Because the bottom flange of steel beam with box shape adopts high-strength bolt to be connected with lower clapboard, the extension of lower clapboard is large, and steel beam with box shape hogging moment area supporting capacity is greatly strengthened.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention 1;
Fig. 2 is the 1-1 sectional drawing of Fig. 1;
Fig. 3 is the 2-2 sectional drawing of Fig. 1;
Fig. 4 is that the embodiment of the present invention 1 completes the structural representation of part in factory;
Fig. 5 is the structural representation of the embodiment of the present invention 2;
Fig. 6 is the 3-3 sectional drawing of Fig. 5;
Fig. 7 is the 4-4 sectional drawing of Fig. 5;
Fig. 8 is that the embodiment of the present invention 2 completes the structural representation of part in factory.
In figure: 1, rectangular steel-tube concrete column, 2, steel beam with box shape, 3, cover plate, 4, upper spacer, 5, cantilever plate, 6, lower clapboard, 7, high-strength bolt I, 8, junction plate, 9, high-strength bolt II.
Detailed description of the invention
For summary of the invention of the present invention, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 ~ Fig. 8, a kind of through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column, comprise the upper spacer 4 and lower clapboard 6 that weld with described rectangular steel-tube concrete column 1, between described upper spacer 4 and described lower clapboard 6, be provided with four pieces distinguish relative cantilever plate 5 with the web of described steel beam with box shape 2, described cantilever plate 5 is connected by junction plate 8 with the web of described steel beam with box shape 2 corresponding thereto; The bottom wing listrium of described steel beam with box shape 2 is overlapped on described lower clapboard 6, and the two is connected by high-strength bolt I 7; The top flange plate of described steel beam with box shape 2 is relative with described upper spacer 4, and is connected by cover plate 3, and top flange plate and the described upper spacer 4 of described cover plate 3 and described steel beam with box shape 2 weld respectively.
Cantilever plate 5 described above has two kinds with the web of described steel beam with box shape 2 corresponding thereto by the form that junction plate 8 is connected, the first: refer to Fig. 1 ~ Fig. 4, described junction plate 8 is positioned at the outside of described steel beam with box shape 2, described junction plate 8 welds with described cantilever plate 5, and described junction plate 8 is connected by high-strength bolt II 9 with the web of described steel beam with box shape 2.The second: refer to Fig. 5 ~ Fig. 8, described junction plate 8 is positioned at the outside of described steel beam with box shape 2, and described junction plate 8 welds respectively with the web of described cantilever plate 5 and described steel beam with box shape 2.
In illustrated two embodiments, the thickness of described cantilever plate 5 is more than or equal to the thickness of the web of described steel beam with box shape 2; The thickness of described upper spacer 4 is more than or equal to the thickness of the top flange plate of described steel beam with box shape 2; The thickness of described lower clapboard 6 is more than or equal to the thickness of the bottom wing listrium of described steel beam with box shape 2.
On stressed, the present invention uses for reference the way of bolt welding under the through node of existing H-shaped girder steel dividing plate, and between upper lower clapboard, arrange four pieces of cantilever plates, be connected on cantilever plate by the web of steel beam with box shape 2, simple structure, power transmission is clear and definite; Simultaneously, bottom flange and the lower clapboard 6 of steel beam with box shape 2 adopt high-strength bolt I 7 to be connected, because the extension of lower clapboard 6 is large, this kind of make can make girder steel hogging moment area supporting capacity greatly be strengthened, the adverse effect of weld defect can be avoided simultaneously, effectively can prevent from welding the stress brought to concentrate, good anti-seismic performance is provided.
In construction, the present invention adopts bolted and welded connection, and Site Welding work operations amount is little, is therefore convenient to install, convenient construction.Can obvious reduction of erection time, promote assemblingization process, realize the target of easy construction.
Although be described the preferred embodiments of the present invention by reference to the accompanying drawings above; but the present invention is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present invention; do not departing under the ambit that present inventive concept and claim protect, can also make a lot of form, these all belong within protection scope of the present invention.
Claims (4)
1. the through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column, comprise the upper spacer and lower clapboard that weld with described rectangular steel-tube concrete column, it is characterized in that, between described upper spacer and described lower clapboard, be provided with four pieces distinguish relative cantilever plate with the web of described steel beam with box shape, described cantilever plate is connected by junction plate with the web of described steel beam with box shape corresponding thereto; The bottom wing listrium of described steel beam with box shape is overlapped on described lower clapboard, and the two is connected by high-strength bolt I; The top flange plate of described steel beam with box shape is relative with described upper spacer, and is connected by cover plate, and top flange plate and the described upper spacer of described cover plate and described steel beam with box shape weld respectively.
2. the through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column according to claim 1, it is characterized in that, described junction plate is positioned at the outside of described steel beam with box shape, described junction plate welds with described cantilever plate, and described junction plate is connected by high-strength bolt II with the web of described steel beam with box shape.
3. the through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column according to claim 1, it is characterized in that, described junction plate is positioned at the outside of described steel beam with box shape, and described junction plate welds respectively with the web of described cantilever plate and described steel beam with box shape.
4. the through node of dividing plate be connected with steel beam with box shape for rectangular steel-tube concrete column according to claim 1, it is characterized in that, the thickness of described cantilever plate is more than or equal to the thickness of the web of described steel beam with box shape; The thickness of described upper spacer is more than or equal to the thickness of the top flange plate of described steel beam with box shape; The thickness of described lower clapboard is more than or equal to the thickness of the bottom wing listrium of described steel beam with box shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511014355.7A CN105464221A (en) | 2015-12-28 | 2015-12-28 | Partition plate penetrating node for connecting rectangular steel tube concrete column with box-shaped steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511014355.7A CN105464221A (en) | 2015-12-28 | 2015-12-28 | Partition plate penetrating node for connecting rectangular steel tube concrete column with box-shaped steel beam |
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| Publication Number | Publication Date |
|---|---|
| CN105464221A true CN105464221A (en) | 2016-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511014355.7A Pending CN105464221A (en) | 2015-12-28 | 2015-12-28 | Partition plate penetrating node for connecting rectangular steel tube concrete column with box-shaped steel beam |
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| Country | Link |
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| CN (1) | CN105464221A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168055A (en) * | 2016-07-01 | 2016-11-30 | 天津大学 | The edge of a wing, rectangular steel-tube concrete column H profile steel Liangping external rib circular board node |
| CN107470741A (en) * | 2017-07-03 | 2017-12-15 | 湖北精工钢结构有限公司 | Pipe penetrates the preparation method and its steel member structure of box beam steel member |
| CN108193771A (en) * | 2018-03-20 | 2018-06-22 | 辽宁工程技术大学 | A kind of assembling rectangular steel-tube concrete column-girder steel partition board perforation node |
| CN109024222A (en) * | 2018-08-14 | 2018-12-18 | 湖南金海集团有限公司 | A kind of steel construction box beam connecting node assembly device and its assembling method |
| CN111764510A (en) * | 2020-06-30 | 2020-10-13 | 昆明吉奥金属容器制造有限公司 | Connecting structure of square steel column and steel beam |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2000027297A (en) * | 1998-07-14 | 2000-01-25 | Ohbayashi Corp | Joining method for steel framed column and steel framed beam |
| CN102561530A (en) * | 2012-03-19 | 2012-07-11 | 天津大学 | Rectangular steel tube concrete column and steel beam all-bolt connecting joint |
| CN103161224A (en) * | 2013-03-07 | 2013-06-19 | 天津大学 | Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof |
| CN104775517A (en) * | 2015-03-27 | 2015-07-15 | 天津大学 | Connecting node for steel frame and steel structure module |
| JP5754238B2 (en) * | 2011-05-18 | 2015-07-29 | Ｊｆｅスチール株式会社 | Beam-column joint structure |
| CN205296412U (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | A baffle link up node that is used for rectangle steel core concrete column and box girder steel to be connected |
-
2015
- 2015-12-28 CN CN201511014355.7A patent/CN105464221A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000027297A (en) * | 1998-07-14 | 2000-01-25 | Ohbayashi Corp | Joining method for steel framed column and steel framed beam |
| JP5754238B2 (en) * | 2011-05-18 | 2015-07-29 | Ｊｆｅスチール株式会社 | Beam-column joint structure |
| CN102561530A (en) * | 2012-03-19 | 2012-07-11 | 天津大学 | Rectangular steel tube concrete column and steel beam all-bolt connecting joint |
| CN103161224A (en) * | 2013-03-07 | 2013-06-19 | 天津大学 | Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof |
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| CN205296412U (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | A baffle link up node that is used for rectangle steel core concrete column and box girder steel to be connected |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168055A (en) * | 2016-07-01 | 2016-11-30 | 天津大学 | The edge of a wing, rectangular steel-tube concrete column H profile steel Liangping external rib circular board node |
| CN107470741A (en) * | 2017-07-03 | 2017-12-15 | 湖北精工钢结构有限公司 | Pipe penetrates the preparation method and its steel member structure of box beam steel member |
| CN107470741B (en) * | 2017-07-03 | 2019-09-10 | 湖北精工钢结构有限公司 | The production method and its steel member structure of round tube perforation box beam steel member |
| CN108193771A (en) * | 2018-03-20 | 2018-06-22 | 辽宁工程技术大学 | A kind of assembling rectangular steel-tube concrete column-girder steel partition board perforation node |
| CN109024222A (en) * | 2018-08-14 | 2018-12-18 | 湖南金海集团有限公司 | A kind of steel construction box beam connecting node assembly device and its assembling method |
| CN111764510A (en) * | 2020-06-30 | 2020-10-13 | 昆明吉奥金属容器制造有限公司 | Connecting structure of square steel column and steel beam |
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Application publication date: 20160406 |
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