CN105064503A - Steel tube and core tube mixed structure - Google Patents
Steel tube and core tube mixed structure Download PDFInfo
- Publication number
- CN105064503A CN105064503A CN201510494225.1A CN201510494225A CN105064503A CN 105064503 A CN105064503 A CN 105064503A CN 201510494225 A CN201510494225 A CN 201510494225A CN 105064503 A CN105064503 A CN 105064503A
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- steel
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- strength bolt
- high strength
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
- 239000010959 steel Substances 0.000 title claims abstract description 138
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims description 12
- 239000000203 mixture Substances 0.000 claims description 9
- 230000003014 reinforcing Effects 0.000 description 8
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 230000000149 penetrating Effects 0.000 description 1
Abstract
The invention discloses a core tube mixed structure. The core tube mixed structure comprises a steel column, a steel beam, two pieces of equal-side angle steel, two pieces of non-equal-side angle steel, outwards-extending end plates, high-strength bolts and concrete. The core tube mixed structure has the advantages of being large in initial stiffness, high in yield strength and good in earthquake resistance and has a saturated hysteretic curve.
Description
Technical field
The invention belongs to Structural Engineering long strands field, be specifically related to steel pipe Core Walls Structure combination construction.
Background technology
At present, profile steel concrete column (inner shaped steel is steel pipe) and steel reinforced concrete girder connection way are: in concrete filled steel tubular column, steel pipe arranges one piece of ring flat-plate at section steel beam top flange place, in section steel beam, steel beam flange is welded with ring flat-plate, and in section steel beam, reinforcing bar part wears shaped steel, and steel pipe is walked around in part bending.This joint form unit in charge of construction must hold successfully steel pipe at processing factory or scene and wear reinforcing bar hole, part beam steel important affair first carries out curved arc, often cannot construct because reinforcing bar causes reinforcing bar to be collided too much in job site, damage to column section is caused to the steel pipe perforate in profile steel concrete column simultaneously, and long construction period.
In engineering practice in the past, usual way is weld stud on steel pipe steel column, or is directly welded with steel pipe steel column by the horizontal distribution reinforcing bar of reinforced concrete wall.And under the effect of the natural calamity such as rarely occurred earthquake, hurricane, structure enters elastic-plastic behavior or plastic state, interaction force now between steel pipe steel column and reinforcing bar girder steel is very large, traditional connected mode is difficult to the collaborative work ensureing steel pipe steel column and girder steel, and the connection of steel pipe steel column and reinforcing bar girder steel is once destroy, the anti-side rigidity of structure, ductility and energy dissipation capacity will obviously reduce, and even cause the collapse of total.In addition, the reinforcing bar during tradition connects in girder steel and the steel pipe in steel pipe steel column need to weld at the scene, and welding quality should not ensure, and Site Welding workload is large, adds difficulty of construction and expense.
Summary of the invention
The deficiency that the present invention exists to overcome above prior art, provides the steel pipe Core Walls Structure combination construction that a kind of initial stiffness is large, yield strength is high, hysteresis loop is full, anti-seismic performance is good.
Object of the present invention is realized by following technical scheme:
A kind of Core Walls Structure combination construction, comprising: comprise steel column, girder steel, two equal leg angles, two unequal angles, extended end plate, high-strength bolt, concrete, wherein:
Steel column is steel pipe, comprise top flange, bottom flange and be positioned at middle part web, the top flange of steel column, bottom flange have some bolts hole; Girder steel is H profile steel, and the upper bottom flange of girder steel near-end respectively has some bolts hole; Extended end plate has some bolts hole; Two unequal angles are respectively top angle steel and bottom angle steel, and top angle steel and bottom angle steel are connected side and open some bolts hole with extended end plate, be connected side open some bolts hole with girder steel; Two equal leg angles comprise left web-angle and right web-angle, and two faces of left web-angle and right web-angle all have some bolts hole, and concreting is in steel pipe;
The horizontal plane of top angle steel and the top flange of girder steel are by high strength exploitation, and the vertical plane of top angle steel and steel column are by the high strength exploitation through extended end plate; The bottom horizontal plane of angle steel is connected by friction type high strength bolt with the bottom flange of girder steel, and the vertical plane of bottom angle steel is connected by the friction type high strength bolt through extended end plate with steel column side; First vertical plane of left web-angle is clipped the web of girder steel with the first vertical plane of right web-angle and is connected by friction type high strength bolt, second vertical plane, the extended end plate of left web-angle are connected by friction type high strength bolt with steel column side, and top flange, the bottom flange of the second vertical plane of right web-angle, extended end plate and steel column are connected by friction type high strength bolt.
Preferably, described high-strength bolt is friction type high strength bolt.
Preferably, described high-strength bolt is monolateral bolt.
The present invention has following advantage relative to prior art:
1, steel column, fit tightly together between girder steel and two equal leg angles, hole is relative, and adopt high strength exploitation, do not adopt any welding procedure, steel do not become fragile, and initial stiffness is large, yield strength is high, hysteresis loop is full, anti-seismic performance is good.
2, steel core concrete column, top-seat-angle steel, full bolt connection node combination creatively combine by the present invention, it is high that friction type high strength bolt connects bearing capacity, power performance is good, adopt top-seat-angle steel-full bolt connection node, improve the ductility of steel-structure beam-column node, enhance node energy dissipation ability, further increase the anti-seismic performance of structural entity.
Accompanying drawing explanation
Fig. 1 is steel core concrete column of the present invention and steel reinforced concrete beam connecting node stereogram.
Fig. 2 is the longitudinal sectional view of Fig. 1,
Fig. 3 is the schematic diagram that punches of steel core concrete column.
Fig. 4 is the transverse sectional view of Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.
Steel pipe Core Walls Structure combination construction as shown in Figures 1 to 4, comprises steel column 1, girder steel 2, two equal leg angles 3, two unequal angles 4, extended end plate 5, high-strength bolt 6, concrete sevens, wherein:
Steel column 1 is steel pipe, and the edge of a wing of steel column 1 has 8 bolts hole; Girder steel 2 is H profile steel, comprise upper and lower two edges of a wing and be positioned at middle part web, the upper bottom flange of girder steel 2 near-end respectively has 4 bolts hole; Extended end plate 5 has 8 bolts hole; Two unequal angles 4 are respectively top angle steel 41 and bottom angle steel 42, and top angle steel 41 and bottom angle steel 42 are connected side and open 2 holes with extended end plate 5, be connected side open 4 holes with girder steel 2; Two equal leg angles 3 comprise left web-angle 31 and right web-angle (being blocked by girder steel in figure), and 2 faces of left web-angle 31 and right web-angle all have 2 bolts hole, and concrete seven is cast in steel pipe.
The horizontal plane of top angle steel 41 is connected by friction type high strength bolt with the top flange of girder steel 2, the vertical plane of top angle steel 41 with steel column 1 by being connected through the friction type high strength bolt of extended end plate 5; The horizontal plane of bottom angle steel 42 is connected by friction type high strength bolt with the bottom flange of girder steel 2, the vertical plane of bottom angle steel 42 with steel column 1 side by being connected through the friction type high strength bolt of extended end plate 5; First vertical plane of left web-angle 31 is clipped the web of girder steel 2 with the first vertical plane of right web-angle and is connected by friction type high strength bolt, second vertical plane, the extended end plate 5 of left web-angle 31 are connected by friction type high strength bolt with steel column 1 side, and the second vertical plane, the extended end plate 5 of right web-angle are connected by friction type high strength bolt with steel column 1 edge of a wing.
In the present embodiment scheme, bolt hole number is determined by mechanical calculation.
As the part preferred version of above-described embodiment scheme, high-strength bolt adopts friction type high strength bolt.
As the part preferred version of above-described embodiment scheme, high-strength bolt adopts monolateral bolt.
Processing and the construction of this connected node are as follows:
(1) steel column is penetrating in two sides punches;
On girder steel, bottom flange all needs to punch;
Flush end plate to punch;
Two faces of 4 angle steel all punch.
(2) first high strength exploitation is passed through in bottom flange on top angle steel and bottom angle steel and girder steel;
(3) web of left web-angle and right web-angle and girder steel passes through high strength exploitation;
(4) left web-angle, right web-angle, top angle steel, bottom angle steel and flush end plate connection steel column.
This connected node, in connection process, is noted ensureing hole aligning, should also be noted that and just twist and twist operating procedure eventually when installing high-strength bolt.
Claims (3)
1. a Core Walls Structure combination construction, is characterized in that comprising:
Comprise steel column, girder steel, two equal leg angles, two unequal angles, extended end plate, high-strength bolt, concrete, wherein:
Steel column is steel pipe, comprise top flange, bottom flange and be positioned at middle part web, the top flange of steel column, bottom flange have some bolts hole; Girder steel is H profile steel, and the upper bottom flange of girder steel near-end respectively has some bolts hole; Extended end plate has some bolts hole; Two unequal angles are respectively top angle steel and bottom angle steel, and top angle steel and bottom angle steel are connected side and open some bolts hole with extended end plate, be connected side open some bolts hole with girder steel; Two equal leg angles comprise left web-angle and right web-angle, and two faces of left web-angle and right web-angle all have some bolts hole, and concreting is in steel pipe;
The horizontal plane of top angle steel and the top flange of girder steel are by high strength exploitation, and the vertical plane of top angle steel and steel column are by the high strength exploitation through extended end plate; The bottom horizontal plane of angle steel is connected by friction type high strength bolt with the bottom flange of girder steel, and the vertical plane of bottom angle steel is connected by the friction type high strength bolt through extended end plate with steel column side; First vertical plane of left web-angle is clipped the web of girder steel with the first vertical plane of right web-angle and is connected by friction type high strength bolt, second vertical plane, the extended end plate of left web-angle are connected by friction type high strength bolt with steel column side, and top flange, the bottom flange of the second vertical plane of right web-angle, extended end plate and steel column are connected by friction type high strength bolt.
2. steel pipe Core Walls Structure combination construction according to claim 1, is characterized in that:
Described high-strength bolt is friction type high strength bolt.
3. steel pipe Core Walls Structure combination construction according to claim 1, is characterized in that:
Described high-strength bolt is monolateral bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510494225.1A CN105064503A (en) | 2015-08-12 | 2015-08-12 | Steel tube and core tube mixed structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510494225.1A CN105064503A (en) | 2015-08-12 | 2015-08-12 | Steel tube and core tube mixed structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105064503A true CN105064503A (en) | 2015-11-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510494225.1A Pending CN105064503A (en) | 2015-08-12 | 2015-08-12 | Steel tube and core tube mixed structure |
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| Country | Link |
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| CN (1) | CN105064503A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604194A (en) * | 2016-01-07 | 2016-05-25 | 天津大学 | Through angle steel type square steel tube concrete column and H-shaped steel beam connection node |
| CN105604188A (en) * | 2016-01-28 | 2016-05-25 | 中原工学院 | T-shaped beam-column joint of bolt-connected aluminum alloy framework structure and mounting method of T-shaped beam-column joint |
| CN105672474A (en) * | 2016-01-28 | 2016-06-15 | 中原工学院 | Beam-column joint with cross-shaped aluminum alloy frame structure and mounting method therefor |
| CN106592773A (en) * | 2016-12-19 | 2017-04-26 | 新昌县思创设计咨询有限公司 | Constructional steel connection joint structure and fixing method thereof |
| CN106638942A (en) * | 2016-12-30 | 2017-05-10 | 广州大学 | Coating-tube-binder steel-tube-recycled-concrete-column and steel-girder connecting joint and construction method |
| CN106638943A (en) * | 2016-12-30 | 2017-05-10 | 广州大学 | Connecting node for steel pipe constrained steel recycled concrete column and steel beam and construction method thereof |
| CN106968348A (en) * | 2017-04-17 | 2017-07-21 | 苏州科技大学 | A kind of Self-resetting steel-frame beam column connected node |
| CN107237401A (en) * | 2017-06-02 | 2017-10-10 | 长安大学 | The restricted type assembled compound concrete-filled tubular column steel beam joint of boss is set |
| CN113026948A (en) * | 2020-10-29 | 2021-06-25 | 中建科技集团有限公司 | Staggered truss structure system and node structure thereof |
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| JP4754347B2 (en) * | 2005-12-27 | 2011-08-24 | 新日本製鐵株式会社 | High-strength bolt tension joint structure of concrete filled square steel tube column and beam |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN202767252U (en) * | 2012-09-04 | 2013-03-06 | 山东科技大学 | Inner separating board type concrete filled square steel tube column and H type girder semi-rigid node |
| CN203462587U (en) * | 2013-09-10 | 2014-03-05 | 同济大学 | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam |
| CN203878778U (en) * | 2014-06-05 | 2014-10-15 | 山东科技大学 | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates |
-
2015
- 2015-08-12 CN CN201510494225.1A patent/CN105064503A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4754347B2 (en) * | 2005-12-27 | 2011-08-24 | 新日本製鐵株式会社 | High-strength bolt tension joint structure of concrete filled square steel tube column and beam |
| CN102650168A (en) * | 2012-05-18 | 2012-08-29 | 山东兴华建设集团有限公司 | Connecting method and connection joint for concrete-filled steel square tubular columns and steel beams |
| CN202767252U (en) * | 2012-09-04 | 2013-03-06 | 山东科技大学 | Inner separating board type concrete filled square steel tube column and H type girder semi-rigid node |
| CN203462587U (en) * | 2013-09-10 | 2014-03-05 | 同济大学 | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam |
| CN203878778U (en) * | 2014-06-05 | 2014-10-15 | 山东科技大学 | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604194A (en) * | 2016-01-07 | 2016-05-25 | 天津大学 | Through angle steel type square steel tube concrete column and H-shaped steel beam connection node |
| CN105604188A (en) * | 2016-01-28 | 2016-05-25 | 中原工学院 | T-shaped beam-column joint of bolt-connected aluminum alloy framework structure and mounting method of T-shaped beam-column joint |
| CN105672474A (en) * | 2016-01-28 | 2016-06-15 | 中原工学院 | Beam-column joint with cross-shaped aluminum alloy frame structure and mounting method therefor |
| CN106592773A (en) * | 2016-12-19 | 2017-04-26 | 新昌县思创设计咨询有限公司 | Constructional steel connection joint structure and fixing method thereof |
| CN106638942A (en) * | 2016-12-30 | 2017-05-10 | 广州大学 | Coating-tube-binder steel-tube-recycled-concrete-column and steel-girder connecting joint and construction method |
| CN106638943A (en) * | 2016-12-30 | 2017-05-10 | 广州大学 | Connecting node for steel pipe constrained steel recycled concrete column and steel beam and construction method thereof |
| CN106968348A (en) * | 2017-04-17 | 2017-07-21 | 苏州科技大学 | A kind of Self-resetting steel-frame beam column connected node |
| CN107237401A (en) * | 2017-06-02 | 2017-10-10 | 长安大学 | The restricted type assembled compound concrete-filled tubular column steel beam joint of boss is set |
| CN113026948A (en) * | 2020-10-29 | 2021-06-25 | 中建科技集团有限公司 | Staggered truss structure system and node structure thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20151118 |