CN205296580U - Removable even roof beam of coincide profile of tooth steel sheet composite damping power consumption type - Google Patents
Removable even roof beam of coincide profile of tooth steel sheet composite damping power consumption type Download PDFInfo
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- CN205296580U CN205296580U CN201620035425.0U CN201620035425U CN205296580U CN 205296580 U CN205296580 U CN 205296580U CN 201620035425 U CN201620035425 U CN 201620035425U CN 205296580 U CN205296580 U CN 205296580U
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Abstract
Removable even roof beam of coincide profile of tooth steel sheet composite damping power consumption type should link the roof beam and include the removable section (11) of arranging the span centre in and arrange in the non - surrender section (13) at removable section (11) both ends, the both ends of removable section (11) are equipped with a removable section end plate (8) respectively, non - surrender section (13) be even roof beam of ordinary reinforced concrete, and its is embedded to have pre -buried shaped steel, and the embedded non - surrender of its one end section preburied end board (9), and the other end and shear force wall (12) are continuous, removable section end plate (8) with non - surrender section preburied end board (9) links together.
Description
Technical field
This utility model relates to skyscraper energy-dissipating and shock-absorbing technical field, particularly relates to the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type.
Background technology
Owing to land used is nervous, increasing skyscraper or high-rise building are rised sheer from level ground, and become the key character of modern city. Tall building structures system is complicated, expected service life is long, and it mostly is residential houses, city commercial financial center, population in use is numerous, once experience eaerthquake damage, huge economic loss will be produced, productive life and social stability to the people cause and have a strong impact on, and skyscraper repairing and reinforcement difficulty, take time and effort, some component is because the particularity of destruction position and destruction seriousness make it be difficult to reinforcement and repair, last total can only be overthrown reconstruction, adds the life cycle cost of whole building, causes huge waste. Therefore, after promoting modern high-rise building shake, function fast restoration capabilities is extremely urgent.
Shear wall structure is anti-side system the most frequently used in skyscraper, and owing to building the needs of door window and Ductility Requirement, shear wall punching internal interruption-forming coupling beam, different wall limbs are connected by coupling beam and are able to collaborative work and jointly resist geological process. Shear wall anti-seismic performance is had important impact by the intensity of coupling beam, rigidity and deformation performance. Under normal use and frequently occurred earthquake effect, coupling beam works in elastic range, connect the adjacent wall limb of shear wall, ensure the anti-side rigidity of structure, tradition coupling beam does not have damping performance when little shake, skyscraper meets the requirement of Bit andits control index when little shake only by raising rigidity, and after improving rigidity, the geological process on usual building also can increase. Under fortification intensity or rarely occurred earthquake effect, coupling beam is as the first anti-vibration defense lines of shear wall structure, occur to destroy prior to wall limb and enter plastic dissipation seismic energy, but the general span-depth radio of traditional reinforced concrete coupling beams is less, under earthquake reciprocating, easily occur brittle shear failure, ductility poor, be difficult to after shake repair, also cannot change.
Past, crowd scholar mainly improved the ductility of tradition coupling beams from two angles, and one is adopt different construction measures or reinforcement manner, set seam, configuration intersection dark support, rhombus arrangement of reinforcement etc. in coupling beam. Two is replace traditional reinforced concrete coupling beams composition mixing Coupled Shear Wall structure with steel coupling beam or composite coupling beams.Both modes all can to a certain degree improve coupling beam ductility, but its common shortcoming is to be designed without the recoverability after taking into full account shake or convertibility, is not easily repaired or changes after shake.
The new ideas that functional structure is current seismic design can be recovered, need not repair after referring to earthquake or slightly repair under part behaviour in service and can recover its structure using function, its implementation includes replaceable structural elements, swinging structure, Self-resetting structure etc., therefore, recent domestic scholar proposes the concept of replaceable coupling beam, contain the current replaceable coupling beam of existing all kinds, i.e. a kind of coupling beam being prone to repair or change after earthquake, coupling beam self can be reinforced concrete coupling beams, steel coupling beam or composite coupling beams, its make includes the partial cross section of coupling beam is weakened, or additional damping energy dissipation parts in coupling beam, or coupling beam is connected with body of wall entirely through certain mode being readily disassembled, after earthquake, coupling beam can be conveniently carried out changing.
At present, existing replaceable coupling beam is mostly by replaceable section of surrender power consumption, but its weak point replaceable energy-consuming parts that is some does not take into full account the reasonability of its stress, causes that Energy dissipating material tension produces to tear, thus affecting giving full play to of its power consumption effect; And although some replaceable coupling beam improves its energy dissipation capacity to a certain extent, but weaken the performance of coupling beam and Coupled Shear Wall collaborative work or change the power transmission feature of coupling beam between wall limb, bringing difficulty to designer when structured design phase application commercial design software is calculated and analyzing. The replaceable coupling beam of majority proposed at present cannot be changed according to the power of earthquake sub-unit stage by stage, and the cost changed completely after shake is higher.
Summary of the invention
The purpose of this utility model is to provide a kind of overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type.
This utility model is the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type, this coupling beam include being placed in span centre replaceable section 11 and be placed in the non-compliant section 13 at described replaceable section of 11 two ends; Described replaceable section 11 be respectively arranged at two ends with a replaceable section of end plate 8; Described non-compliant section 13 is ordinary reinforced concrete coupling beam, and it is embedded with pre-buried shaped steel and its one end pre-buried end plate 9 of embedded non-compliant section, and the other end is connected with shear wall 12; Described replaceable section of end plate 8 links together with the pre-buried end plate 9 of described non-compliant section.
This utility model compared with prior art has the advantage that
1, in this utility model, the non-compliant section at two ends is ordinary reinforced concrete coupling beam, is embedded with pre-buried shaped steel and the pre-buried end plate of non-compliant section, it is convenient to be connected with replaceable section.
2, this utility model keeps elastic under little shake, it is possible to provide constraint for coupled shear wall and two ends coupling beam non-compliant section, can also pass through viscoelastic material simultaneously and consume energy seismic energy, reduce seismic structural response during little shake. Under middle shake or big shake; the replaceable section of plastic deformation by mild steel steel plate and viscoelastic material is prior to wall limb and non-compliant section dissipation seismic energy; the safety of protection coupling beam non-compliant section and wall limb; middle surrender section sub-unit can be replaced after earthquake; realize the fast quick-recovery of function after shaking; save time cost, reduce maintenance cost. If the surrender section in the middle of after earthquake is destroyed less serious, also can individually the mild steel steel plate first surrendering power consumption be replaced.
3, this utility model force-mechanism is clear and definite, energy dissipation capacity is strong, structure is rationally, raw material all belongs to common materials, difficulty of processing is low, easy construction, is combined with coupling beam original function by energy-consuming shock absorber, do not affect the layout of existing building scheme and the realization of building function, and can quickly repair replacing by sub-unit after shake.
Accompanying drawing explanation
Fig. 1 is replaceable section of top view in this utility model, Fig. 2 is replaceable section of sectional horizontal structural map in this utility model, Fig. 3 be this utility model front view and with shear wall connection diagram, Fig. 4 is the connecting structure schematic three dimensional views of replaceable section of encased steel plate of coupling beam and pre-stressed steel plate in this utility model, accompanying drawing labelling and corresponding name are called: in figure: 1 outsourcing constraint steel plate, 2 constraint steel plates, 3 viscoelastic materials, 4 pre-stressed steel plates, 5 mild steel steel plates, 6 angle cleats, 7 plain bolts, 8 replaceable sections of end plates, the 9 pre-buried end plates of non-compliant section, 10 high-strength bolts, 11 replaceable sections, 12 shear walls, 13 non-compliant sections.
Detailed description of the invention
As shown in Fig. 1 ~ 4, the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type of the present utility model, this coupling beam include being placed in span centre replaceable section 11 and be placed in the non-compliant section 13 at replaceable section of 11 two ends. Replaceable section 11 be respectively arranged at two ends with a replaceable section of end plate 8; Non-compliant section 13 is ordinary reinforced concrete coupling beam, and it is embedded with pre-buried shaped steel and its one end pre-buried end plate 9 of embedded non-compliant section, and the other end is connected with shear wall 12; Replaceable section of end plate 8 links together with the pre-buried end plate 9 of non-compliant section.
The above replaceable section of end plate 8 is linked together by high-strength bolt 10 with the pre-buried end plate 9 of described non-compliant section.
The overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type in accordance with the above, described shear wall 12 is coupled shear wall or multiple shear walls.
The overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type in accordance with the above, described replaceable section 11 includes two inner sides and is provided with the outsourcing constraint steel plate 1 of steel-tooth and several piece bilateral is equipped with the constraint steel plate 2 of steel-tooth; Two described outsourcings constraint steel plate 1 staggered overlapping layout parallel with retraining steel plate 2 described in several piece, and the side that every block of described constraint steel plate 2 outwards staggers is connected with described replaceable section of end plate 8; Viscoelastic material 3 is all filled between two described outsourcing constraint steel plates 1 and described constraint steel plate 2 and between adjacent described constraint steel plate 2; Two described outsourcings constraint steel plates 1 be respectively provided on two sides with multiple pre-stressed steel plate 4 up and down, and the both sides, front and back of these two described outsourcings constraint steel plates 1 are respectively provided with a mild steel steel plate 5, and this mild steel steel plate 5 is connected with described replaceable section of end plate 8.
According to the described overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type, mild steel steel plate 5 is connected with described replaceable section of end plate 8 by angle cleat 6 and plain bolt 7.
In this utility model, replaceable section includes two inner sides and is provided with the outsourcing constraint steel plate of steel-tooth and several piece bilateral is equipped with the constraint steel plate of steel-tooth; Two outsourcing constraint steel plate staggered overlappings parallel with several piece constraint steel plate are arranged, provide axial push-pull rigidity and out of plane stiffness for replaceable section of coupling beam, maintain the coupling beam feature as the cooperative component of collaborative Coupled Shear Wall. Simultaneously, viscoelastic material is all filled between two outsourcing constraint steel plates and constraint steel plate and between adjacent constraint steel plate, when retraining steel plate tension and being cut, steel-tooth drives viscoelastic material to be deformed, no matter the axle power of coupling beam is pulling force or pressure, always some is in the press-shear deformation state under steel plate constraint to viscoelastic material, so that viscoelastic material realizes good energy dissipation capacity.
In this utility model, outsourcing constraint steel plate is respectively provided on two sides with multiple pre-stressed steel plate up and down, the applying of this pre-stressed steel plate is possible not only to provide lateral confinement to outside plate, also pressure is provided to viscoelastic material, it is at bi-directional compression state, so that viscoelastic material realizes good energy dissipation capacity.
In this utility model, replaceable section of end plate is connected with mild steel steel plate by angle cleat and plain bolt, if after earthquake replaceable section only mild steel steel plate produce relatively large plastometric set, also can individually the mild steel steel plate first surrendering power consumption be replaced.
In this utility model, viscoelastic material and mild steel steel plate are in parallel connection, when coupling beam two ends produce relative displacement, the replaceable section of seismic energy that all can dissipate, metal power consumption combines with viscoelasticity power consumption and makes replaceable section of coupling beam serve excellent energy-dissipating and shock-absorbing effect.
Include two inner sides for replaceable section 11 and be provided with the outsourcing constraint steel plate 1 of steel-tooth and several piece bilateral is equipped with the constraint steel plate 2 of steel-tooth; Two outsourcings constraint steel plate 1 staggered overlapping parallel with several piece constraint steel plate 2 is arranged, and every piece retrains the side that steel plate 2 outwards staggers and is connected with replaceable section of end plate 8; Viscoelastic material 3 is all filled between two outsourcing constraint steel plates 1 and constraint steel plate 2 and between adjacent constraint steel plate 2; Two outsourcings constraint steel plates 1 be respectively provided on two sides with multiple pre-stressed steel plate 4 up and down, and the both sides, front and back of these two outsourcings constraint steel plates 1 are respectively provided with a mild steel steel plate 5, and this mild steel steel plate 5 is connected with replaceable section of end plate 8.
Replaceable section of end plate 8 is connected with mild steel steel plate 5 by angle cleat 6 and plain bolt 7 by angle cleat.
The construction method of the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type, the steps include:
(1) pre-buried shaped steel and the pre-buried end plate 9 of non-compliant section, non-compliant section pre-buried end plate 9 relevant position prepared screw-bolt hole are made; Construction shear wall 12 and coupling beam two ends non-compliant section 13, shear wall 12 and non-compliant section 13 are embedded with pre-buried shaped steel, non-compliant section 13 and the replaceable section 11 pre-buried replaceable section of end plate 8 in the surface being connected;
(2) outsourcing constraint steel plate 1, constraint steel plate 2 are made, on angle cleat 6 and replaceable section of end plate 8, punch with prepared screw-bolt hole in relevant position, outsourcing retrains steel plate 1, the parallel staggered overlapping of constraint steel plate 2 is arranged, every piece of side of outwards staggering of constraint steel plate 2 is welded to connect with replaceable section of end plate 8, all fills viscoelastic material 3 between two outsourcings constraint steel plates 1 and constraint steel plate 2 and between adjacent constraint steel plate 2;
(3) extrude outermost two outsourcings constraint steel plate 1, make the Energy dissipating material between steel plate be in pressured state, then pre-stressed steel plate 4 is welded in the both sides up and down of outsourcing constraint steel plate 1;
(4) mild steel steel plate 5 is arranged in the both sides, front and back of outsourcing constraint steel plate 1, is connected by replaceable with both sides section of end plate 8 of angle cleat 6 and plain bolt 7;
(5) replaceable for the coupling beam made section 11 is connected by replaceable section of end plate 8, the pre-buried end plate 9 of non-compliant section and high-strength bolt 10 with two ends non-compliant section.
Claims (5)
1. the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type, it is characterised in that: this coupling beam includes replaceable section (11) being placed in span centre and the non-compliant section (13) being placed in described replaceable section of (11) two ends; Described replaceable section (11) be respectively arranged at two ends with one replaceable section end plate (8); Described non-compliant section (13) is ordinary reinforced concrete coupling beam, and it is embedded with pre-buried shaped steel and its one end pre-buried end plate of embedded non-compliant section (9), and the other end is connected with shear wall (12); Described replaceable section of end plate (8) and the pre-buried end plate of described non-compliant section (9) link together.
2. the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type according to claim 1, it is characterised in that: described shear wall (12) is coupled shear wall or multiple shear walls.
3. the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type according to claim 1, it is characterised in that: described replaceable section (11) include two inner sides and are provided with outsourcing constraint steel plate (1) of steel-tooth and several piece bilateral is equipped with the constraint steel plate (2) of steel-tooth; Two described outsourcings constraint steel plate (1) staggered overlapping layout parallel with retraining steel plate (2) described in several piece, and the side that every piece of described constraint steel plate (2) is outwards staggered is connected with described replaceable section of end plate (8); Viscoelastic material (3) is all filled between two described outsourcings constraint steel plate (1) and described constraint steel plate (2) and between adjacent described constraint steel plate (2); Two described outsourcings constraint steel plate (1) be respectively provided on two sides with multiple pre-stressed steel plate (4) up and down, and the both sides, front and back of these two described outsourcings constraint steel plate (1) are respectively provided with a mild steel steel plate (5), this mild steel steel plate (5) is connected with described replaceable section of end plate (8).
4. the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type according to claim 1, it is characterised in that: described replaceable section of end plate (8) and the pre-buried end plate of described non-compliant section (9) are linked together by high-strength bolt (10).
5. the overlapping profile of tooth steel plate replaceable coupling beam of composite damping energy-dissipating type according to claim 3, it is characterised in that: described mild steel steel plate (5) is connected with described replaceable section of end plate (8) by angle cleat (6) and plain bolt (7).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620035425.0U CN205296580U (en) | 2016-01-15 | 2016-01-15 | Removable even roof beam of coincide profile of tooth steel sheet composite damping power consumption type |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620035425.0U CN205296580U (en) | 2016-01-15 | 2016-01-15 | Removable even roof beam of coincide profile of tooth steel sheet composite damping power consumption type |
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| CN205296580U true CN205296580U (en) | 2016-06-08 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507494A (en) * | 2016-01-15 | 2016-04-20 | 兰州理工大学 | Superimposed tooth-form steel plate composite damping energy dissipating type replaceable coupling beam and construction method thereof |
| CN108005250A (en) * | 2018-01-24 | 2018-05-08 | 西安建筑科技大学 | A kind of high ductility concrete connecting-beam of replaceable assembled and its construction method |
| CN108222369A (en) * | 2016-12-15 | 2018-06-29 | 香港理工大学 | A kind of Self-resetting coupling beam based on super-elastic shape memory alloy |
| CN109707103A (en) * | 2019-01-24 | 2019-05-03 | 同济大学 | The replaceable coupling beam of Self-resetting shear energy dissipation type |
| CN110965662A (en) * | 2019-12-09 | 2020-04-07 | 同济大学 | Energy-consuming connecting beam |
| CN111779148A (en) * | 2020-06-29 | 2020-10-16 | 东南大学 | Variable-rigidity damping device with embedded connecting beam and working method of variable-rigidity damping device |
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2016
- 2016-01-15 CN CN201620035425.0U patent/CN205296580U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507494A (en) * | 2016-01-15 | 2016-04-20 | 兰州理工大学 | Superimposed tooth-form steel plate composite damping energy dissipating type replaceable coupling beam and construction method thereof |
| CN105507494B (en) * | 2016-01-15 | 2018-03-27 | 兰州理工大学 | Overlap the replaceable coupling beam of tooth form steel plate composite damping energy-dissipating type and its construction method |
| CN108222369A (en) * | 2016-12-15 | 2018-06-29 | 香港理工大学 | A kind of Self-resetting coupling beam based on super-elastic shape memory alloy |
| CN108005250A (en) * | 2018-01-24 | 2018-05-08 | 西安建筑科技大学 | A kind of high ductility concrete connecting-beam of replaceable assembled and its construction method |
| CN109707103A (en) * | 2019-01-24 | 2019-05-03 | 同济大学 | The replaceable coupling beam of Self-resetting shear energy dissipation type |
| CN109707103B (en) * | 2019-01-24 | 2021-04-30 | 同济大学 | Self-resetting shearing energy-consumption type replaceable coupling beam |
| CN110965662A (en) * | 2019-12-09 | 2020-04-07 | 同济大学 | Energy-consuming connecting beam |
| CN111779148A (en) * | 2020-06-29 | 2020-10-16 | 东南大学 | Variable-rigidity damping device with embedded connecting beam and working method of variable-rigidity damping device |
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| 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: 20160608 Termination date: 20170115 |
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| CF01 | Termination of patent right due to non-payment of annual fee |