CN201292582Y - Light-duty three heavy metal circular tube flexion constrain support energy consuming machine - Google Patents
Light-duty three heavy metal circular tube flexion constrain support energy consuming machine Download PDFInfo
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- CN201292582Y CN201292582Y CNU200820215840XU CN200820215840U CN201292582Y CN 201292582 Y CN201292582 Y CN 201292582Y CN U200820215840X U CNU200820215840X U CN U200820215840XU CN 200820215840 U CN200820215840 U CN 200820215840U CN 201292582 Y CN201292582 Y CN 201292582Y
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Abstract
The utility model relates to a light-type support energy consumer of treble metal round pipes of crooked limitation, which comprises a core stress pipe, a crooked limiting pipe, a positioning bolt and an end connection part, wherein the core stress pipe is made from a metal material of low yield strength and good tensibility, reinforces the end cross section by arranging a slot on the middle to guarantee the end cross section to be in an elastic stress state in the entire stress process and is arranged between an internal crooked limiting pipe and an external crooked limiting pipe. The crooked limiting pipe comprises an internal limiting pipe, an external limiting pipe and a filling slat, and the internal limiting pipe and the external limiting pipe limit the core stress pipe to partially crook along the radial direction and provide bent resistant rigidity for prevent the energy consumer from crooking. The filling slat has a certain bent resistant rigidity by being connected with the internal pipe along the support axial direction and can limit the yield section of the core pipe to move along the tangential direction. The positioning bolt is used for fixing the corresponding positions among the treble metal round pipes.
Description
Technical field
The utility model relates to a kind of novel flection restriction support energy-dissipation device, belongs to field of civil engineering, can be used for newly-built or the stabilization works structure, improves its shock resistance, thereby improves safety of structure.
Background technology
When normally use or structure meet with less geological process; the flection restriction support energy-dissipation device that is provided with in the structure can provide effective support for structure; and under middle shake or rarely occurred earthquake effect; it will utilize surrender, the hysteresis performance dissipation seismic energy of metal; the protection agent structure can be changed after the earthquake easily.
Flection restriction support energy-dissipation device generally partly is made up of core stressed member, buckling-restrained parts, nothing bonding isolation and compressible stratum and end link etc., substantially stressed principle is: under the restriction of buckling-restrained parts, the core stressed member is in the cripling that integral body or low order can not take place near the axially loaded state all the time in whole loading process, thereby produces the energy that the tension and compression plastic strain consumes the earthquake input structure under external force.
The core stressed member of buckling-restrained support can be divided into following three zones again: constraint surrender section, the non-surrender section of constraint and do not have the non-surrender of constraint section.Constraint surrender section is as the most important region of core stressed member, and modal in the past section form is yi word pattern, cross section.Not having the non-surrender section of constraint is the part that buckling-restrained support links to each other with agent structure, is generally bolt and connects, and also can adopt to be welded to connect.In order to guarantee that energy consumer only produces the surrender effect in constraint surrender section in loading process, and the reliability of assurance end connection, need guarantee not have the non-surrender section of constraint and be in elastic stage all the time, in order to reach this purpose, measure in the past is not for strengthen there being the area of the non-surrender section of constraint, or takes construction measure such as stiffening rib.Retraining non-surrender section is that connection constraints is surrendered section and do not had the part that section is surrendered in constraint, because the sectional area of above-mentioned two parts does not wait, retrains non-surrender section conduct transition portion between the two, and the variation in cross section should be mild, thereby avoid stress to concentrate.The core stressed member often adopts ductility Q235B steel or the making of low surrender steel preferably.
Buckling-restrained parts are as the important component part of buckling-restrained support, need enough bending rigidities, can guarantee that just the core stressed member is in comparatively desirable axially drawing, press stress and produce the tension and compression plastic strain, thereby make the superior energy-dissipating property of buckling-restrained support performance.In the existing flection restriction support energy-dissipation device, buckling-restrained parts generally adopt the mode of concrete placing, mortar in the steel sleeve to come to provide constraint for the core stressed member.Because concrete or mortar deadweight are bigger, bring adverse effect for making, installation and the performance of energy consumer.Simultaneously because the discreteness of concrete or mortar quality has also influenced the stable performance of energy consumer energy-dissipating property.Another problem of existing flection restriction support energy-dissipation device is to protect non-flexing section by the enlarged ends cross section, but has often increased the difficulty when making.
Summary of the invention
Technical problem to be solved in the utility model is at above-mentioned the deficiencies in the prior art, and a kind of structure is reasonable, manufacturing is easy for installation and provide, and has the light triple-heavy metal pipe flection restriction support energy-dissipation device of stable energy dissipation capacity simultaneously.
The technical solution of the utility model is as follows: a kind of light triple-heavy metal circular tube flexion restriction support energy dissipating machine, comprise the core stressed member, buckling-restrained parts, pilot pin and end coupling are formed, described core stressed member is a core stressed tube, described buckling-restrained parts are interior confinement tube, outer confinement tube and filling-in board, described core stressed tube is arranged between interior confinement tube and the outer confinement tube, and its length is greater than the length of interior confinement tube and outer confinement tube, in described core stressed tube, interior confinement tube adopts pilot pin to fix with an end of outer confinement tube, at the middle part of described core stressed tube along the branches such as circumference of pipe be provided with at least two elongated slots, described end coupling is arranged on the two ends of core stressed tube, on the external surface of confinement tube, the shape of this filling-in board and described elongated slot adapted in described filling-in board was fixed in.
Because be subjected to the restriction of inside and outside confinement tube, the core stressed member will can not take place along pipe low order bending deformation radially when bearing pressure, thereby force it to reach the stress of surrendering near total cross-section.In order to prevent that core stressed tube from producing along the tangential distortion of pipe, in described, on the external surface of confinement tube filling-in board is set, the shape of this filling sheet material and described elongated slot adapt.This measure will play a role after the surrender of core stressed tube pressurized especially, this moment is not if take as above measure, because the core metal tangent modulus reduces, bending rigidity sharply descends, and flexing radially is subjected to the restriction of inside and outside confinement tube, core stressed tube might produce tangential deformation.
In order to reduce the stress concentration degree in the non-surrender section of core stressed tube end restraint zone, on described core stressed tube, also be provided with pod apertures, this pod apertures is positioned at the outside of constraint surrender section effective coverage.
Because the length of inside and outside confinement tube is shorter than core stressed tube,, offers locating hole in an end same position of triple-heavy metal pipe, and penetrate pilot pin in order to be convenient to fixedly three's position relation during fabrication.On core stressed tube, the position of locating hole is positioned at the non-surrender section of constraint in the elongated slot outside, and on the extension line of the center of elongated slot.
Compared with prior art, the utlity model has following advantage:
1, light triple-heavy metal circular tube flexion restriction support energy dissipating machine of the present utility model, comprise core stressed tube and inside and outside confinement tube, and guarantee to retrain non-surrender section and do not have by the mode of cutting elongated groove in core stressed tube constraint surrender section and retrain non-surrender and section be in the elastic force balance state, simple structure, easy to make, be easy to realize.
2; offer pod apertures by outside the elongated slot of core stressed tube, promptly retraining on the non-surrender section; reduced the stress concentration degree in the non-surrender section of core stressed tube end restraint zone; when can making Stress Transfer in the constraint surrender section in the non-surrender of constraint section, being provided with of pod apertures suitably to shunt; make the stress distribution in the non-surrender section of constraint be tending towards equalization more; thereby guarantee that the stress in this zone is in reduced levels all the time and can enter yield situation; the non-surrender section of protection constraint and do not have the non-surrender section of constraint, and make and do not have that to retrain non-surrender section more reliable with being connected of end junction plate.
3, on interior confinement tube, filling-in board is set, filling-in board is pasted by powerful structure glue or alternate manner is fixed on the external surface of interior confinement tube, its position is corresponding with the elongated slot of core stressed tube, its width is slightly less than the width of elongated slot, and its length is less than the length of elongated slot and stay the space of core stressed tube compressive strain.The effect of filling-in board is to prevent that core stressed tube from producing along the tangential distortion of pipe.Particularly after the surrender of core stressed tube pressurized, because the core metal tangent modulus reduces, bending rigidity sharply descends, and flexing radially is subjected to the restriction of inside and outside confinement tube, core stressed tube might produce tangential deformation, and the rigidity of confinement tube was that core stressed tube provides support in filling-in board can rely at this moment.
4, light triple-heavy metal circular tube flexion restriction support energy dissipating machine all is made of metal, and the material discreteness is little, stable performance; Significantly reduce the weight of buckling-restrained support, reduced difficulty of construction;
5, the no confinement section of light triple-heavy metal circular tube flexion restriction support energy dissipating machine core stressed tube adopts the tubular type cross section, all has bigger bending rigidity on all directions, can effectively prevent to produce in this section integral body or cripling phenomenon;
6, locating hole of the present utility model, the position on core stressed tube are positioned at the non-surrender section of constraint in the elongated slot outside, and on the extension line of the center of elongated slot.When energy consumer was worked, stress herein was very little, can not influence the normal performance of energy dissipation capacity.
7, light triple-heavy metal circular tube flexion restriction support energy dissipating machine of the present utility model does not adopt welding procedure except the end connects, and does not have welding residual stress, does not produce welding residual deformation yet, can further guarantee the stable of its performance.
8, owing to adopt circular cross-section, light triple-heavy metal circular tube flexion restriction support energy dissipating machine of the present utility model has graceful outward appearance, do not need to carry out the shape requirement that other modification can be satisfied most of structures, in being applied to the space structures damping, have special advantage.
Description of drawings
Vertical view after the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Fig. 1 provides for the utility model is assembled
Lateral view after the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Fig. 2 provides for the utility model is assembled
The light triple-heavy metal circular tube flexion restriction support energy dissipating machine core stressed tube vertical view that Fig. 3 provides for the utility model
The light triple-heavy metal circular tube flexion restriction support energy dissipating machine core stressed tube lateral view that Fig. 4 provides for the utility model
Confinement tube and filling-in board vertical view in the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Fig. 5 provides for the utility model
Confinement tube and filling-in board lateral view in the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Fig. 6 provides for the utility model
Fig. 7 is the A-A section of Fig. 1
Fig. 8 is the B-B section of Fig. 1
The mid portion exploded view (not comprising end coupling) of the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Fig. 9 provides for the utility model
Schematic appearance after the light triple-heavy metal circular tube flexion restriction support energy dissipating machine that Figure 10 provides for the utility model is assembled
The light triple-heavy metal circular tube flexion restriction support energy dissipating machine assembling process schematic diagram that Figure 11 provides for the utility model
The specific embodiment
This section is done detailed description to the specific embodiment of the present utility model in conjunction with the accompanying drawings
1, light triple-heavy metal circular tube flexion restriction support energy dissipating machine mainly is made up of three metal circular tubes, confinement tube 1, core stressed tube 2 and outer confinement tube 3 in promptly being respectively from inside to outside.Core stressed tube is as the core stressed member of energy consumer, and inside and outside confinement tube is formed the buckling-restrained parts of energy consumer.Core stressed tube employing ductility Q235B steel, low surrender steel or other metal material with good ductility is preferably made, and inside and outside confinement tube generally adopts steel pipe manufacturing.Three metal circular tubes adopt fixedly relative position of setting pilot pin 5 at one end.Light triple-heavy metal circular tube flexion restriction support energy dissipating machine is made by machine, and mutual dimensional accuracy can be well controlled, and main material is a metal simultaneously, and the discreteness of material property is less, can guarantee the performance that it is stable;
2, the core stressed tube of light triple-heavy metal circular tube flexion restriction support energy dissipating machine can be divided into constraint surrender section L0, the non-surrender section L1 of constraint and not have the non-surrender section of constraint L2, wherein the part in L0, L1 zone is constrained in the inside and outside confinement tube, and the cross section of constraint surrender section L0 is provided with elongated slot 202, the purpose of fluting is that this partial cross section rate is introduced into the surrender stage when bearing spool power in order to reduce to retrain the lifting surface area of surrender section, to make.The energy consumer of offering two elongated slots with core stressed tube in this Figure of description is that example illustrates its principle, but actual enforcement of the present utility model may comprise the elongated slot of more symmetrical distributions;
3, in order to reduce the stress concentration degree in the non-surrender section of end restraint L1 zone, stress guide discharge orifice 201 is set.The position of stress guide discharge orifice 201 is in the center of each stressed lath, and is in the non-surrender section of constraint, and a place is respectively established at two ends.When can making Stress Transfer among the constraint surrender section L0 in the non-surrender of constraint section L1, being provided with of pod apertures 201 suitably to shunt, make the stress distribution among the L1 be tending towards equalization more, thereby guarantee that the stress in this zone is in reduced levels all the time and can enter yield situation, non-surrender section L1 of protection constraint and the non-surrender section of nothing constraint L2, and make L2 more reliable with being connected of end junction plate;
4, on the external surface of confinement tube 1, its position was corresponding with the elongated slot 202 of core stressed tube 2 in filling-in board 6 was fixed on by powerful structure glue stickup or alternate manner, and its width is slightly less than 202 width.The effect of filling-in board is to prevent that core stressed tube from producing along the tangential distortion of pipe.Particularly after the surrender of core stressed tube pressurized, because the core metal tangent modulus reduces, bending rigidity sharply descends, and flexing radially is subjected to the restriction of inside and outside confinement tube, core stressed tube might produce tangential deformation, and the rigidity of confinement tube was that core stressed tube provides support in filling-in board can rely at this moment;
5, the same position at core stressed tube 2 and interior confinement tube 1, outer confinement tube 3 one ends offers locating hole 501, penetrates the relative position that pilot pin 5 guarantees triple-heavy metal circular tube after completing.The position of locating hole 501 should be with respect to the elongated slot top of core stressed tube, and is in the non-surrender of the constraint section L1 scope;
6, end coupling 4 is arranged on the two ends of core stressed tube 2, can adopt butt weld or fillet weld to connect.
7, the gap between gap between core stressed tube 2 and interior confinement tube 1, the outer confinement tube 3 and elongated slot 202, filling-in board 6 side surfaces is as much as possible little under the condition of manufacturing licence, can guarantee that the high-order flexing only takes place core stressed tube when pressurized, thus the energy dissipation capacity of playing stably.The lateral expansion space that the existence in these gaps also provides core stressed tube to cause owing to poisson effect when pressurized simultaneously.Above-mentioned clearance surface also can adopt low friction coating or not have bonding coat the frictional force that produces when further reducing to contact, and prevents the corrosion in the long-term use.
Production process of the present utility model:
1), according to design parameters elongated slot 202 is offered at core stressed tube 2 middle parts, and offer stress guide discharge orifice 201 at the stressed lath two ends center position of the non-surrender section of constraint, locating hole 501 is offered in elongated slot center line extension line position at one end;
2), offer locating hole 501, and interior confinement tube 1 is penetrated core stressed tube 2, determine behind the relative position temporary fixed in the relevant position of interior confinement tube 1;
3), make shape, sizeable filling-in board 6, the surface of confinement tube 1 in powerful structure glue stickup of employing or alternate manner are fixed in behind definite respectively relative position;
4), locating hole 501 is offered in the relevant position of confinement tube 3 outside, and the parts that will assemble penetrate, and determine to adopt pilot pin 5 fixing behind the relative position;
5), the link 4 with two ends adopts the mode of welding to be connected with the core stressed tube two ends;
6), the surface of above-mentioned parts can be adopted low friction coating or not have bonding coat and be reduced contact friction when stressed before assembling.
Claims (4)
1, a kind of light triple-heavy metal circular tube flexion restriction support energy dissipating machine, comprise the core stressed member, buckling-restrained parts, pilot pin (5) and end coupling (4) are formed, it is characterized in that: described core stressed member is core stressed tube (2), described buckling-restrained parts are interior confinement tube (1), outer confinement tube (3) and filling-in board (6), described core stressed tube (2) is arranged between interior confinement tube (1) and the outer confinement tube (3), and its length is greater than the length of interior confinement tube (1) and outer confinement tube (3), in described core stressed tube (2), interior confinement tube (1) adopts pilot pin (5) fixing with an end of outer confinement tube (3), at the middle part of described core stressed tube (2) along the branches such as circumference of pipe be provided with at least two elongated slots (202), described end coupling (4) is arranged on the two ends of core stressed tube (2), described filling-in board (6) is fixed on the external surface of interior confinement tube (1), and shape of this filling-in board (6) and described elongated slot (202) adapt.
2, light triple-heavy metal circular tube flexion restriction support energy dissipating machine according to claim 1 is characterized in that: also be provided with pod apertures (201) on described core stressed tube (2), this pod apertures (201) is positioned at the outside of elongated slot (202).
3, light triple-heavy metal circular tube flexion restriction support energy dissipating machine according to claim 1 and 2, it is characterized in that: by core stressed tube (2), interior confinement tube (1) and outside the same position of confinement tube (3) one ends locating hole (501) is set, and penetrate pilot pin (5) and determine installation site between the triple-heavy metal pipe, on core stressed tube (2), locating hole is positioned at the outside of elongated slot (202), and on the extension line of the center of elongated slot.
4, light triple-heavy metal circular tube flexion restriction support energy dissipating machine according to claim 1, it is characterized in that: described core stressed tube (2) is made of metal, confinement tube (1) is made of metal in described, described outer confinement tube (3) is made of metal, and described filling-in board (6) is made of metal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820215840XU CN201292582Y (en) | 2008-11-19 | 2008-11-19 | Light-duty three heavy metal circular tube flexion constrain support energy consuming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820215840XU CN201292582Y (en) | 2008-11-19 | 2008-11-19 | Light-duty three heavy metal circular tube flexion constrain support energy consuming machine |
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|---|---|
| CN201292582Y true CN201292582Y (en) | 2009-08-19 |
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|---|---|---|---|
| CNU200820215840XU Expired - Fee Related CN201292582Y (en) | 2008-11-19 | 2008-11-19 | Light-duty three heavy metal circular tube flexion constrain support energy consuming machine |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824922A (en) * | 2010-05-31 | 2010-09-08 | 哈尔滨工业大学 | Self reset curvature-prevention support component |
| CN103233528A (en) * | 2013-05-10 | 2013-08-07 | 东南大学 | Self-reset buckling limitation support |
| CN103572858A (en) * | 2013-11-05 | 2014-02-12 | 南京工业大学 | Self-resetting triple-steel-tube buckling-restrained brace and manufacturing technology thereof |
| CN106088768A (en) * | 2016-07-27 | 2016-11-09 | 山东大学 | A kind of anti-buckling support, method and application with ring orientation prestress |
| CN108193793A (en) * | 2017-12-13 | 2018-06-22 | 东南大学 | A kind of anti-buckling constraint support of dual round steel pipe constraint |
| CN111236458A (en) * | 2020-01-13 | 2020-06-05 | 东北林业大学 | Triple circular steel tube buckling restrained brace |
-
2008
- 2008-11-19 CN CNU200820215840XU patent/CN201292582Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824922A (en) * | 2010-05-31 | 2010-09-08 | 哈尔滨工业大学 | Self reset curvature-prevention support component |
| CN103233528A (en) * | 2013-05-10 | 2013-08-07 | 东南大学 | Self-reset buckling limitation support |
| CN103233528B (en) * | 2013-05-10 | 2015-07-01 | 东南大学 | Self-reset buckling limitation support |
| CN103572858A (en) * | 2013-11-05 | 2014-02-12 | 南京工业大学 | Self-resetting triple-steel-tube buckling-restrained brace and manufacturing technology thereof |
| CN103572858B (en) * | 2013-11-05 | 2015-10-28 | 南京工业大学 | A kind of triple steel tube confinement buckling support of Self-resetting and manufacture craft thereof |
| CN106088768A (en) * | 2016-07-27 | 2016-11-09 | 山东大学 | A kind of anti-buckling support, method and application with ring orientation prestress |
| CN108193793A (en) * | 2017-12-13 | 2018-06-22 | 东南大学 | A kind of anti-buckling constraint support of dual round steel pipe constraint |
| CN111236458A (en) * | 2020-01-13 | 2020-06-05 | 东北林业大学 | Triple circular steel tube buckling restrained brace |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090819 Termination date: 20111119 |