CN203684074U - T-type-energy-dissipation-steel-plate-embedded circular steel tube bridge pier - Google Patents
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- CN203684074U CN203684074U CN201420011129.8U CN201420011129U CN203684074U CN 203684074 U CN203684074 U CN 203684074U CN 201420011129 U CN201420011129 U CN 201420011129U CN 203684074 U CN203684074 U CN 203684074U
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Abstract
The utility model discloses a T-type-energy-dissipation-steel-plate-embedded circular steel tube bridge pier which comprises a circular steel tube bridge pier body and a transverse separating plate. The circular steel tube bridge pier further comprises a base plate fixed at the lower end of the circular steel tube bridge pier body in a welded mode, a plurality of T-type energy dissipation steel plates are arranged in a root separating chamber and distributed in the circumferential direction of the root separating chamber in a spaced and surrounding mode, the T-type energy dissipation steel plates are low-yield-point steel plates, the yield strength of the low-yield-point steel plates is 100 MPa, 160 MPa or 225 MPa, the upper ends of the low-yield-point steel plates, the lower end of the transverse separating plate and the base plate are welded and fixed together, the two sides of the low-yield-point steel plates and the inner wall of the circular steel tube bridge pier body are welded and fixed together, and a center through hole is formed in the transverse separating plate. The circular steel tube bridge pier has the advantages that the embedded T-type energy dissipation steel plates are outwards buckled to be deformed when being stressed, stressed buckling loads of the T-type energy dissipation steel plates are close to full-section plastic yielding loads under limitation of the lateral wall of the bridge pier, the energy dissipation capacity of the circular steel tube bridge pier is remarkably improved, rapid damage detection and reinforced strengthening of the circular steel tube bridge pier after an earthquake are achieved, and the circular steel tube bridge pier has the advantage of being rapid and convenient to construct.
Description
Technical field
The utility model relates to steel bridge pier technical field, particularly a kind of round steel pipe bridge pier.
Background technology
Bridge is the throat of communications and transportation, has very important status.Along with socioeconomic development, traffic and transportation system is more and more flourishing, and the effect of bridge in society is also more important.As the multi-purpose project of traffic and transportation system, bridge is the important component part of lifeline engineering, if bridge is destroyed in macroseism, cause interruption of communication, not only can cause direct economic loss, more can have a strong impact on the disaster relief work after shake, increase the weight of the disaster that earthquake causes.Last century the nineties ruinous earthquake several times (U.S. Luo Mapuli Etard (Loma Prieta) in 1989 earthquake, U.S. Bei Ling (Northrige) in 1994 earthquake, nineteen ninety-five the big earthquakes in Osaka and Kobe,Japan, U.S. Sheng Feinanduo (San Fernado) in 1997 earthquake, TaiWan, China collection collection in 1999 earthquake), and China's Wenchuan earthquake (2008), Yushu district, Qinghai earthquake (2010) beginning of this century, all cause serious destruction to local bridge construction, cause huge life and property loss.
Bridge belongs to the structure of " top-heavy ", and most of mass concentration is in superstructure.In the time of earthquake, because intensity, rigidity and the ductile performance of superstructure are all good than the intensity of substructure, rigidity and ductile performance, so all occur that in city, all previous ground bridge pier top is difficult for directly being destroyed, bridge pier bottom holds the phenomenon of damage.Present stage, China is mainly used reinforced concrete bridge pier, this pier stiffness, intensity are larger, but its ductility, energy dissipation capacity are poor, in all previous violent earthquake, all show certain vulnerability, the damage of bottom, the particularly bottom of bridge pier, and bridge pier can cause bridge collapse, and this kind of bridge pier is difficult to repair use after shake.In order to improve the anti-seismic performance of bridge pier, start to adopt steel bridge pier that common iron the makes bottom bracing structure as bridge, compared with traditional reinforced concrete bridge pier, steel bridge pier not only has good anti-seismic performance and intensity, also have from heavy and light, floor space is little, site operation is quick, the remarkable advantage such as can be fast renovation reinforced after shake, be widely used in fields such as developed country's urban viaduct, bridge on highway and pedestrian overcrossinges.In the new bridge pier structure form process of exploration, round steel pipe bridge pier has the advantages such as anti-pressure ability is strong, appearance looks elegant, has become and has quite had one of form of structure of development potentiality.But because the wallboard of round steel pipe bridge pier is thinner, in earthquake, cripling distortion easily occurs round steel pipe bridge pier root wallboard, causes the ductility of round steel pipe bridge pier and energy dissipation capacity sharply to worsen, anti-seismic performance reduces.
In order to prevent the distortion of steel bridge pier root, State Intellectual Property Office discloses a kind of environmentally-friendly steel bridge pier damping structure form that publication number is 101892627A on November 24th, 2010, it is made up of root compartment, diaphragm, longitudinal stiffener, transverse stiffener, five parts of low elastic modulus concrete, longitudinal stiffener, transverse stiffener zigzag weld are connected in root compartment, and using low elastic modulus concrete to fill root compartment, diaphragm is in order to seal low elastic modulus concrete surface; The steel bridge pier of this kind of way; though can make the root of steel bridge pier be difficult for deforming; but the filling of low elastic modulus concrete can increase the deadweight of steel bridge pier on the one hand; and then increase pier footing disposal cost; make the construction cost of steel bridge pier higher; bring difficulty on the other hand damage check and the reinforcement and strengthening of steel bridge pier after earthquake, outstanding advantages is extremely restricted to make that steel bridge pier site operation is quick, can be fast after shake renovation reinforced etc.
In view of this, the applicant furthers investigate the defect of existing round steel pipe bridge pier, and this case produces thus.
Utility model content
The purpose of this utility model is to provide a kind of round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate, and ductility and energy dissipation capacity that it can improve round steel pipe bridge pier, have anti-seismic performance good, and site operation is quick, is convenient to the advantage of shaking rear damage check and repairing fast.
The technical solution of the utility model is such: a kind of round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate, comprise round steel pipe bridge pier body and diaphragm, in the bottom of this round steel pipe bridge pier body, have root compartment, this diaphragm solid welding is in the bottom of round steel pipe bridge pier body, also include base plate, above-mentioned base plate cover is located at outside the end, lower end of above-mentioned round steel pipe bridge pier body, and together with the solid welding of above-mentioned round steel pipe bridge pier body, the space of above-mentioned round steel pipe bridge pier body between above-mentioned diaphragm and above-mentioned base plate is described root compartment, in above-mentioned root compartment, be provided with some Wasted-energy steel plates, each above-mentioned Wasted-energy steel plate along the circumferencial direction spacer ring of above-mentioned root compartment around distribution, above-mentioned Wasted-energy steel plate is low yield point steel plate, the yield strength of above-mentioned low yield point steel plate is 100MPa, 160MPa or 225MPa, above-mentioned low yield point steel plate is T-shaped low yield point steel plate, above-mentioned T-shaped low yield point steel plate has portion anyhow and the vertical portion that all height along root compartment extends, the perpendicular setting in above-mentioned vertical portion and above-mentioned portion anyhow, the upper end of above-mentioned low yield point steel plate is together with above-mentioned diaphragm solid welding, the lower end of above-mentioned low yield point steel plate is together with above-mentioned base plate solid welding, together with the inwall solid welding of the both sides of above-mentioned portion anyhow and above-mentioned round steel pipe bridge pier body, above-mentioned vertical portion is towards the central axis of above-mentioned round steel pipe bridge pier body, on above-mentioned diaphragm, offer central through hole.
The height of above-mentioned root compartment is 1.0～1.2 times of cross-sectional diameter of above-mentioned round steel pipe bridge pier body.
Above-mentioned Wasted-energy steel plate is provided with four, and the even spacer ring of four above-mentioned Wasted-energy steel plates is in being distributed in above-mentioned root compartment.
The inside wall of above-mentioned root compartment is provided with the reinforcement rib that some the short transverses along above-mentioned root compartment are extended, above-mentioned reinforcement rib is that ordinary steel is strengthened rib, the solid welding of above-mentioned reinforcement rib, in above-mentioned root compartment, all has the spacing that its distance is 10mm～20mm between the end, upper end of above-mentioned reinforcement rib and above-mentioned diaphragm and between the end, lower end of above-mentioned reinforcement rib and above-mentioned base plate.
The middle part place of above-mentioned root compartment between two above-mentioned Wasted-energy steel plates all has an above-mentioned reinforcement rib.
The position of above-mentioned root compartment between two above-mentioned Wasted-energy steel plates all has two above-mentioned reinforcement ribs, and this two reinforcements rib is evenly spaced apart.
The external diameter of above-mentioned base plate is greater than the external diameter of above-mentioned round steel pipe bridge pier body, and above-mentioned base plate is positioned at this external position of above-mentioned round steel pipe bridge pier and offers several anchor hole, and each above-mentioned anchor hole arranges around distributing along the circumferencial direction spacer ring of above-mentioned base plate.
The round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate of the present utility model, due to the low yield point steel plate being provided with in root compartment together with root compartment solid welding, it is low that Low Yield Point Steel has yield strength, yield strain is little, the mechanical characteristic that intensity stabilization and deformation force are strong, like this, each low yield point steel plate in root compartment can be used as the main surrender power consumption position of round steel pipe bridge pier root, now utilize the T-shaped structure of low yield point steel plate, outside bending deformation while making each low yield point steel plate pressurized, in the time of the outside bending deformation of low yield point steel plate pressurized, can be subject to the sidewall restriction of round steel pipe bridge pier, make the total cross-section plastic yielding load of yield point steel plate pressurized Buckling Loads close to yield point steel plate, thereby make the energy dissipation capacity of round steel pipe bridge pier stronger, excellent earthquake resistance, and the setting of each yield point steel plate can not cause the damage check of the rear round steel pipe bridge pier of shake and reinforcement and strengthening to cause restriction and impact, simultaneously, Wasted-energy steel plate, diaphragm and base plate all can be in factory processing and fabricating, scene only needs to lift solid welding, has advantages of short, quick construction of construction period, can significantly shorten the traffic control time, greatly accelerate the reparation speed of earthquake or burst accident axle casing.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is cross sectional representation of the present utility model;
Fig. 3 is the structural representation of base plate in the utility model;
Fig. 4 is the cross sectional representation of another structure of the utility model.
In figure:
Round steel pipe bridge pier body 1 root compartment 11
Base plate 3 anchor hole 31
Wasted-energy steel plate 4 is strengthened rib 5
Detailed description of the invention
The round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate of the present utility model, as Figure 1-3, comprise round steel pipe bridge pier body 1, diaphragm 2 and base plate 3, in the bottom of this round steel pipe bridge pier body 1, there is root compartment 11, the height of this root compartment 11 is 1.0～1.2 times of cross-sectional diameter of round steel pipe bridge pier body 1, the height that obtains root generation flexing in the time that utility model people repeatedly tries danger and finite element fraction plate is about 1.0～1.2 times of cross-sectional diameter, define accordingly the height of root compartment to save steel, these diaphragm 2 solid weldings are in the bottom of round steel pipe bridge pier body 1, the middle part of this diaphragm 2 offers a central through hole 21, this base plate 3 is covered on outside the end, lower end of round steel pipe bridge pier body 1, and together with 1 solid welding of round steel pipe bridge pier body, this round steel pipe bridge pier body 1 space between diaphragm 2 and base plate 3 is described root compartment 11, in root compartment 11, be provided with some Wasted-energy steel plates 4, the present embodiment is taking four as example, four Wasted-energy steel plates 4 along the even spacer ring of circumferencial direction of root compartment 11 around distribution, four Wasted-energy steel plates 4 are low yield point steel plate, the yield strength of this low yield point steel plate is 100MPa, 160MPa or 225MPa, each low yield point steel plate is T-shaped low yield point steel plate, this T-shaped low yield point steel plate has portion and vertical portion anyhow, this is portion and vertical portion vertical setting mutually anyhow, length of portion and the length of vertical portion are all extended along the height of root compartment 11 anyhow for these, this is anyhow together with the both sides of portion and the inwall solid welding of round steel pipe bridge pier body 1, vertical portion is towards the central axis of round steel pipe bridge pier body 1, the end, upper end of this vertical portion with the end, upper end of portion anyhow all together with diaphragm 2 solid weldings, the end, lower end of this vertical portion with the end, lower end of portion anyhow all together with base plate 3 solid weldings.The round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate of the present utility model, only having through test repeatedly can outside bending deformation can realize Wasted-energy steel plate pressurized in the time that Wasted-energy steel plate is T-steel plate after.
The round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate of the present utility model, when installation, first, diaphragm 2 is welded in round steel pipe bridge pier body 1, again four T-shaped Wasted-energy steel plates are connected in round steel pipe bridge pier body 1 in respectively, and the upper end of four T-shaped Wasted-energy steel plates is welded on the relevant position of diaphragm 2 successively; Secondly, weld the vertical weld seam between the both sides of portion anyhow and round steel pipe bridge pier body 1 inside wall of T-shaped Wasted-energy steel plate; Again, base plate 3 becomes entirety with the bottom welding of round steel pipe bridge pier body 1; Finally, enter in root compartment 11 by the reserved manhole of round steel pipe bridge pier body 1 and the central through hole 21 of diaphragm 2, the lower end of four T-shaped Wasted-energy steel plates is welded on respectively on the relevant position of base plate 3, can completes like this installation of round steel pipe bridge pier substructure of the present utility model.Because T-shaped Wasted-energy steel plate, diaphragm 2, base plate 3 and 1 weld seam quantity of round steel pipe bridge pier body are more, when welding, should adopt the welding of skip welding mode.
The beneficial effects of the utility model are as follows:
One, because of Low Yield Point Steel, to have yield strength low, yield strain is little, the mechanical characteristic that intensity stabilization and deformation force are strong, and solid welding has four Wasted-energy steel plates of being made up of Low Yield Point Steel in round steel pipe bridge pier body, like this, each Wasted-energy steel plate in root compartment 11 can be used as the main surrender power consumption position of round steel pipe bridge pier root, and the T-shaped structure of utilizing low yield point steel plate outside bending deformation can make low yield point steel plate pressurized time, can be subject to the restriction of round steel pipe bridge pier body 1 sidewall once the outside bending deformation of low yield point steel plate, make the total cross-section plastic yielding load of yield point steel plate pressurized Buckling Loads close to yield point steel plate, thereby make the energy dissipation capacity of round steel pipe bridge pier stronger, significantly improve the anti-seismic performance of round steel pipe bridge pier,
Two, the setting of each Wasted-energy steel plate can reduce the radius-thickness ratio of round steel pipe bridge pier body with adapting to, can improve like this ductility and the energy dissipation capacity of round steel pipe bridge pier body;
Three, the setting of the central through hole 31 of diaphragm 3, can reduce the deadweight of diaphragm 3 on the one hand, thereby reduces the entirety deadweight of round steel pipe bridge pier, can facilitate on the other hand the welding operation of installation personnel to Wasted-energy steel plate and detection and the replacing of the rear Wasted-energy steel plate of shake;
Four, the setting of each Wasted-energy steel plate can not cause the damage check of round steel pipe bridge pier and reinforcement and strengthening after shake to cause restriction and impact, and can retain after the original shake of round steel pipe bridge pier can fast detecting evaluation and renovation reinforced advantage rapidly;
Five, Wasted-energy steel plate, diaphragm and base plate all can be in factory processing and fabricating, scene only needs lifting solid welding, avoid tradition to need fluid concrete and cause construction period length, the problem slowly of constructing, there is short, quick construction of construction period, can significantly shorten the traffic control time, greatly accelerate the reparation speed of earthquake or burst accident axle casing.
In the utility model, the external diameter of this base plate 3 is greater than the external diameter of round steel pipe bridge pier body 1, and the position that base plate 3 is positioned at outside round steel pipe bridge pier body 1 offers several anchor hole 31, and each anchor hole 31 arranges around distributing along the circumferencial direction spacer ring of base plate 3; Like this, can facilitate the fixing of round steel pipe bridge pier body 1 and basis 100 by each anchor hole 31.
Another improvement of the present utility model is: the inside wall of this root compartment 11 is provided with the reinforcement rib 5 that some the short transverses along root compartment 11 are extended, between the end, upper end of reinforcement rib 5 and diaphragm 2 and between the end, lower end of reinforcement rib 5 and base plate 3, all there is the spacing that its distance is 10mm～20mm, this reinforcement rib 5 is ordinary steel reinforcement rib, strengthen rib 5 solid weldings in root compartment 11, this reinforcement rib 5 is provided with four, four strengthen rib compartment of terrains around distribution, and middle part place between two Wasted-energy steel plates 4 all has a reinforcement rib 5; Like this, can strengthen the intensity of round steel pipe bridge pier body 1 root by each reinforcement rib 5, avoid round steel pipe bridge pier body 1 root generation bending deformation.
In the utility model, as shown in Figure 4, this reinforcement rib 5 also can arrange 8, and the position of root compartment 11 between two Wasted-energy steel plates 4 all have two these reinforcement ribs 5, and this two to strengthen rib evenly spaced apart.
In the utility model, the magnitude setting of strengthening rib 5 is decided by round steel pipe bridge pier cross sectional dimensions and radius-thickness ratio, is not limited to 4 or 8 of the present embodiment.
Above-described embodiment and graphic and non-limiting product form of the present utility model and style, suitable variation or modification that any person of an ordinary skill in the technical field does it, all should be considered as not departing from patent category of the present utility model.
Claims (7)
1. a round steel pipe bridge pier for embedded T-shaped Wasted-energy steel plate, comprises round steel pipe bridge pier body and diaphragm, in the bottom of this round steel pipe bridge pier body, has root compartment, and this diaphragm solid welding is in the bottom of round steel pipe bridge pier body, it is characterized in that: also include base plate, above-mentioned base plate cover is located at outside the end, lower end of above-mentioned round steel pipe bridge pier body, and together with the solid welding of above-mentioned round steel pipe bridge pier body, the space of above-mentioned round steel pipe bridge pier body between above-mentioned diaphragm and above-mentioned base plate is described root compartment, in above-mentioned root compartment, be provided with some Wasted-energy steel plates, each above-mentioned Wasted-energy steel plate along the circumferencial direction spacer ring of above-mentioned root compartment around distribution, above-mentioned Wasted-energy steel plate is low yield point steel plate, the yield strength of above-mentioned low yield point steel plate is 100MPa, 160MPa or 225MPa, above-mentioned low yield point steel plate is T-shaped low yield point steel plate, above-mentioned T-shaped low yield point steel plate has portion anyhow and the vertical portion that all height along root compartment extends, the perpendicular setting in above-mentioned vertical portion and above-mentioned portion anyhow, the upper end of above-mentioned low yield point steel plate is together with above-mentioned diaphragm solid welding, the lower end of above-mentioned low yield point steel plate is together with above-mentioned base plate solid welding, together with the inwall solid welding of the both sides of above-mentioned portion anyhow and above-mentioned round steel pipe bridge pier body, above-mentioned vertical portion is towards the central axis of above-mentioned round steel pipe bridge pier body, on above-mentioned diaphragm, offer central through hole.
2. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 1, is characterized in that: the height of above-mentioned root compartment is 1.0～1.2 times of cross-sectional diameter of above-mentioned round steel pipe bridge pier body.
3. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 1, is characterized in that: above-mentioned Wasted-energy steel plate is provided with four, and the even spacer ring of four above-mentioned Wasted-energy steel plates is in being distributed in above-mentioned root compartment.
4. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 3, it is characterized in that: the inside wall of above-mentioned root compartment is provided with the reinforcement rib that some the short transverses along above-mentioned root compartment are extended, above-mentioned reinforcement rib is that ordinary steel is strengthened rib, the solid welding of above-mentioned reinforcement rib, in above-mentioned root compartment, all has the spacing that its distance is 10mm-20mm between the end, upper end of above-mentioned reinforcement rib and above-mentioned diaphragm and between the end, lower end of above-mentioned reinforcement rib and above-mentioned base plate.
5. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 4, is characterized in that: the middle part place of above-mentioned root compartment between two above-mentioned Wasted-energy steel plates all has an above-mentioned reinforcement rib.
6. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 4, is characterized in that: the position of above-mentioned root compartment between two above-mentioned Wasted-energy steel plates all has two above-mentioned reinforcement ribs, and this two reinforcements rib is evenly spaced apart.
7. the round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate according to claim 1, it is characterized in that: the external diameter of above-mentioned base plate is greater than the external diameter of above-mentioned round steel pipe bridge pier body, and above-mentioned base plate is positioned at this external position of above-mentioned round steel pipe bridge pier and offers several anchor hole, each above-mentioned anchor hole arranges around distributing along the circumferencial direction spacer ring of above-mentioned base plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420011129.8U CN203684074U (en) | 2014-01-08 | 2014-01-08 | T-type-energy-dissipation-steel-plate-embedded circular steel tube bridge pier |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420011129.8U CN203684074U (en) | 2014-01-08 | 2014-01-08 | T-type-energy-dissipation-steel-plate-embedded circular steel tube bridge pier |
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| CN203684074U true CN203684074U (en) | 2014-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420011129.8U Expired - Fee Related CN203684074U (en) | 2014-01-08 | 2014-01-08 | T-type-energy-dissipation-steel-plate-embedded circular steel tube bridge pier |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103774547A (en) * | 2014-01-08 | 2014-05-07 | 华侨大学 | Circular steel tube pier with embedded T-type energy consumption steel plates |
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2014
- 2014-01-08 CN CN201420011129.8U patent/CN203684074U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103774547A (en) * | 2014-01-08 | 2014-05-07 | 华侨大学 | Circular steel tube pier with embedded T-type energy consumption steel plates |
| CN103774547B (en) * | 2014-01-08 | 2015-11-04 | 华侨大学 | The round steel pipe bridge pier of embedded T-shaped Wasted-energy steel plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 Termination date: 20160108 |