CN206457929U - The bean column node of Self-resetting after a kind of energy-dissipating type shake - Google Patents
The bean column node of Self-resetting after a kind of energy-dissipating type shake Download PDFInfo
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- CN206457929U CN206457929U CN201621304682.6U CN201621304682U CN206457929U CN 206457929 U CN206457929 U CN 206457929U CN 201621304682 U CN201621304682 U CN 201621304682U CN 206457929 U CN206457929 U CN 206457929U
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- steel
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- steel pipe
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title description 8
- 244000046052 Phaseolus vulgaris Species 0.000 title description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 132
- 239000010959 steel Substances 0.000 claims abstract description 132
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000003351 stiffener Substances 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims abstract 5
- 239000000945 filler Substances 0.000 claims abstract 3
- 238000005265 energy consumption Methods 0.000 abstract 1
- 238000004873 anchoring Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
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Abstract
本实用新型属于建筑结构领域，涉及一种耗能型震后自复位的梁柱节点，包括钢梁（1）和方钢管柱（2），所述的钢梁（1）与方钢管柱（2）通过预应力钢绞线（3）和角钢（9）连接，所述的钢梁（1）端部上下两侧分别设有加强板（10），所述的方钢管柱（2）靠近梁侧设有填板（7），背对梁侧设有钢板（5），所述的预应力钢绞线（3）穿过方钢管柱（2）和柱侧的钢板（5），用锚固件（4）锚固在柱侧的钢板（5）外侧。所述的角钢（9）通过螺杆（11）和螺母（12）分别与钢梁（1）和方钢管柱（2）连接。所述的角钢（9）与填板（7）、加强板（10）之间设有橡胶垫（8）。所述方钢管柱（2）内部与加强板（10）等高处设有加劲肋（6）。本实用新型改善了节点的抗震性能，在地震作用下，利用橡胶垫、角钢提高耗能能力，利用预应力钢绞线实现震后自复位的功能。
The utility model belongs to the field of building structures, and relates to an energy-consuming self-resetting beam-column joint after an earthquake, comprising a steel beam (1) and a square steel pipe column (2), the steel beam (1) and the square steel pipe column ( 2) Connected by prestressed steel strands (3) and angle steel (9), the upper and lower sides of the end of the steel beam (1) are respectively provided with reinforcement plates (10), and the square steel pipe column (2) is close to A filler plate (7) is provided on the side of the beam, and a steel plate (5) is provided on the side facing away from the beam. The prestressed steel strand (3) passes through the square steel pipe column (2) and the steel plate (5) on the side of the column. The anchor piece (4) is anchored on the outside of the steel plate (5) on the column side. The angle steel (9) is respectively connected with the steel beam (1) and the square steel pipe column (2) through the screw rod (11) and the nut (12). A rubber pad (8) is provided between the angle steel (9), the filling plate (7) and the reinforcing plate (10). A stiffener (6) is provided inside the square steel pipe column (2) at the same height as the reinforcement plate (10). The utility model improves the anti-seismic performance of the nodes, and uses rubber pads and angle steels to improve energy consumption under earthquake action, and uses prestressed steel strands to realize the function of self-resetting after earthquakes.
Description
Technical field
The utility model is related to a kind of bean column node of Self-resetting after energy-dissipating type shake, belongs to structural engineering field, relates to
And the energy-dissipating and shock-absorbing technology of runback bit architecture.
Background technology
Once there is obvious residual deformation or main bearing member by major injury in building structure, then in advance after earthquake
Show that it repairs the increasing of difficulty and the increase of corresponding cost, or even part building is difficult to meet it and lost using functional requirement
Repair the value being continuing with.Such case has promoted the birth of runback bit architecture, and this structure has to be arrived in post earthquake recovery
Ability that is in situ or recovering substantially, it is not necessary to or somewhat repair i.e. usable, runback bit architecture mainly passes through Self-resetting node
Automatically reset to realize.
The content of the invention
The purpose of this utility model is that the defect for solving existing bean column node has certainly there is provided a kind of energy-dissipating type and after shaking
The bean column node of dynamic reset capability, the node both can guarantee that Stability Analysis of Structures under small shake, and can provide larger energy dissipation capacity, after shake
The ideal effect of structure Self-resetting.
To achieve these goals, the technical solution adopted in the utility model is：
Automatically reset bean column node after a kind of energy-dissipating type shake, including girder steel and quadrate steel pipe column, described girder steel and square steel
Tubing string is by prestress wire and Bolted angle connection, and both sides are respectively equipped with reinforcing plate, described side above and below described girder steel end
Steel pipe column is provided with fill plate close to beam side, and steel plate is provided with back to beam side, and described prestress wire passes through quadrate steel pipe column and post side
Steel plate, be anchored at anchoring piece on the outside of the steel plate of post side.Described angle steel by screw rod and nut respectively with girder steel and square steel
Tubing string is connected.Rubber blanket is provided between described angle steel and fill plate, reinforcing plate.With reinforcing plate equal-height position inside the quadrate steel pipe column
Provided with ribbed stiffener.
Described quadrate steel pipe column and the steel plate of post side are provided with steel strand wires hole, and guiding steel strand wires are passed through.
Described quadrate steel pipe column and quadrate steel pipe column is provided with screw hole close to fill plate set by beam side, and screw is passed through.
Described girder steel and the reinforcing plate and angle steel of beam side are provided with screw hole, and screw is passed through.
Hole is set to be passed through for screw rod on described angle steel.
Described reinforcing plate, quadrate steel pipe column are close to being provided with L-type rubber blanket between fill plate and angle steel set by beam side.
Described girder steel and quadrate steel pipe column are prefabricated, and reserving hole channel guiding steel strand wires are passed through.
Described steel strand wires are located at the both sides up and down of girder steel, and consumption and prestressing force are uniformly configured.
For girder steel, described screw rod is fixed on the outside of angle steel by nut；For quadrate steel pipe column, described screw rod passes through
Nut is fixed on the outside of angle steel.
Described anchoring piece is strand tapered anchorage, supporting type anchorage or cone plug type anchorage.
As a result of such scheme, the beneficial effects of the utility model are：The energy-dissipating type provided using the utility model
Automatically reset bean column node after shake, scheme is simple, easy construction, can be very good to realize Stability Analysis of Structures under small shake, under big shake
There is large deformation but do not destroy in structure, shake after structure Self-resetting effect.
The utility model be can be widely applied in seismic energy dissipation structure system, and good consumption can be both provided under geological process
Energy ability, can realize preferable energy-dissipating and shock-absorbing effect again, realize the purpose for reducing structural earthquake infringement.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure：1. girder steel, 2. quadrate steel pipe columns, 3. prestress wires, 4. anchoring pieces, 5. steel plates, 6. ribbed stiffeners, 7. are filled out
Plate, 8. rubber blankets, 9. angle steel, 10. reinforcing plates, 11. screw rods, 12. nuts.
Embodiment
Illustrated embodiment is described further to the utility model below in conjunction with the accompanying drawings.
Automatically reset bean column node after energy-dissipating type shake, including girder steel 1 and quadrate steel pipe column 2, girder steel 1 and quadrate steel pipe column 2
Connected by prestress wire 3 and angle steel 9, both sides are respectively equipped with reinforcing plate 10 above and below the end of girder steel 1, quadrate steel pipe column 2 is close
Beam side is provided with fill plate 7, and steel plate 5 is provided with back to beam side, and prestress wire 3 uses anchor through quadrate steel pipe column 2 and the steel plate 5 of post side
Firmware 4 is anchored at the outside of steel plate 5 of post side, and angle steel 9 is connected with girder steel 1 and quadrate steel pipe column 2 respectively by screw rod 11 and nut 12,
Rubber blanket 8 is provided between angle steel 9 and fill plate 7, reinforcing plate 10, the inside of quadrate steel pipe column 2 is provided with ribbed stiffener with the equal-height position of reinforcing plate 10
6。
Quadrate steel pipe column 2 and the steel plate of post side 5 are provided with steel strand wires hole, and guiding steel strand wires are passed through.
Quadrate steel pipe column 2 and quadrate steel pipe column are provided with screw hole close to fill plate 7 set by beam side, and screw 11 is passed through.
The reinforcing plate 10 and angle steel 9 of girder steel 1 and beam side are provided with screw hole, and screw 11 is passed through.
Hole is set to be passed through for screw rod 11 on angle steel 9.
Reinforcing plate 10, quadrate steel pipe column 2 close to set by beam side between fill plate 7 and angle steel 9 be provided with L-type rubber blanket 8.
Girder steel 1 and quadrate steel pipe column 2 are prefabricated, and reserving hole channel guiding steel strand wires 3 are passed through.
Steel strand wires 3 are located at the both sides up and down of girder steel 1, and consumption and prestressing force are uniformly configured.
For girder steel 1, described screw rod 11 is fixed on the outside of angle steel 9 by nut 12；It is described for quadrate steel pipe column 2
Screw rod 11 is fixed on the outside of angle steel 9 by nut 12.
Anchoring piece 4 is strand tapered anchorage, supporting type anchorage or cone plug type anchorage.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621304682.6U CN206457929U (en) | 2016-12-01 | 2016-12-01 | The bean column node of Self-resetting after a kind of energy-dissipating type shake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621304682.6U CN206457929U (en) | 2016-12-01 | 2016-12-01 | The bean column node of Self-resetting after a kind of energy-dissipating type shake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206457929U true CN206457929U (en) | 2017-09-01 |
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ID=59693199
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621304682.6U Expired - Fee Related CN206457929U (en) | 2016-12-01 | 2016-12-01 | The bean column node of Self-resetting after a kind of energy-dissipating type shake |
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| Country | Link |
|---|---|
| CN (1) | CN206457929U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905369A (en) * | 2017-12-25 | 2018-04-13 | 合肥工业大学 | Assembling frame beam-column connection |
| CN108035440A (en) * | 2017-10-27 | 2018-05-15 | 西安建筑科技大学 | A kind of assembled Self-resetting Column Joint with Wedge device |
| CN108867851A (en) * | 2018-06-15 | 2018-11-23 | 西安建筑科技大学 | Angle steel consuming type concrete-filled circular steel tube column-steel beam connecting joint with runback bit function |
| CN109868898A (en) * | 2019-03-12 | 2019-06-11 | 青岛理工大学 | Assembled is from restoring to throne node |
| WO2020019166A1 (en) * | 2018-07-24 | 2020-01-30 | 陈敬全 | Dynamic and static steel structure connector and assembly building structure |
| CN112376738A (en) * | 2020-11-18 | 2021-02-19 | 石河子大学 | Steel wire mesh coal gangue concrete assembled shear wall and construction method thereof |
| CN114482272A (en) * | 2021-12-20 | 2022-05-13 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing assembly type beam column node |
-
2016
- 2016-12-01 CN CN201621304682.6U patent/CN206457929U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035440A (en) * | 2017-10-27 | 2018-05-15 | 西安建筑科技大学 | A kind of assembled Self-resetting Column Joint with Wedge device |
| CN107905369A (en) * | 2017-12-25 | 2018-04-13 | 合肥工业大学 | Assembling frame beam-column connection |
| CN107905369B (en) * | 2017-12-25 | 2024-02-23 | 合肥工业大学 | Assembled frame beam column connection node |
| CN108867851A (en) * | 2018-06-15 | 2018-11-23 | 西安建筑科技大学 | Angle steel consuming type concrete-filled circular steel tube column-steel beam connecting joint with runback bit function |
| WO2020019166A1 (en) * | 2018-07-24 | 2020-01-30 | 陈敬全 | Dynamic and static steel structure connector and assembly building structure |
| CN109868898A (en) * | 2019-03-12 | 2019-06-11 | 青岛理工大学 | Assembled is from restoring to throne node |
| WO2020181794A1 (en) * | 2019-03-12 | 2020-09-17 | 青岛理工大学 | Fabricated self-restoration pitch point |
| CN112376738A (en) * | 2020-11-18 | 2021-02-19 | 石河子大学 | Steel wire mesh coal gangue concrete assembled shear wall and construction method thereof |
| CN114482272A (en) * | 2021-12-20 | 2022-05-13 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing assembly type beam column node |
| CN114482272B (en) * | 2021-12-20 | 2024-04-30 | 青岛腾远设计事务所有限公司 | Energy-consuming and shock-absorbing type assembled beam column joint |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170901 Termination date: 20181201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |