SEISMIC COMBINATION APPARATUS WITH ELASTOMER AND WITH FRICTION PARTICULARLY FOR USE IN BUILDINGS
20240003154 ยท 2024-01-04
Assignee
- Yildiz Teknik Universitesi (Istanbul, TR)
- YILDIZ TEKNOLOJI TRANSFER OFISI ANONIM SIRKETI (Istanbul, TR)
Inventors
Cpc classification
F16F13/04
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
E04H9/022
FIXED CONSTRUCTIONS
F16F2230/40
MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
International classification
Abstract
A combination apparatus for use in connecting the carrier elements to each other particularly in buildings is provided. Upon providing a flexibility by the building which is not damaged against quake; at least one first inner plate group which can be connected to one of the carrier elements desired to be combined or at least one second inner plate group which can be connected to one other carrier element, at least one outer plate configured to rest said first inner plate group or said second inner plate group towards each other in a tight manner, at least one friction element which can increase rotational resistance with respect to each other, between the first inner plate group and the second inner plate group and between the outer plate and one of the inner plate groups, and at least one hyper-elastic dampening element.
Claims
1. A combination apparatus for use in connecting carrier elements to each other in buildings, wherein a flexibility is provided by a building, wherein the building is not damaged against quake, the combination apparatus comprises: at least one first inner plate group, wherein the at least one first inner plate group is allowed to be connected to a first one of the carrier elements desired to be combined or at least one second inner plate group, wherein the at least one second inner plate group is allowed to be connected to a second one of the carrier element, at least one outer plate configured to rest the first inner plate group or the second inner plate group towards each other in a tight manner, at least one friction element, wherein the at least one friction element is allowed to increase a rotational resistance with respect to each other, between the first inner plate group and the second inner plate group and between the outer plate and one of the first and second inner plate groups and at least one hyper-elastic dampening element, wherein the at least one hyper-elastic dampening element is allowed to provide a reaction force for returning the combination apparatus to a first position of the combination apparatus in case of a probable rotation and positioned between inner plates or between the inner plate and the outer plate.
2. The combination apparatus according to claim 1, wherein in order to be configured in resting of the first inner plate group or the second inner plate group to each other in the tight manner, two outer plates are provided to be at mutual sides of the two outer plates.
3. The combination apparatus according to claim 2, wherein the outer plates compress the first inner plate group and the second inner plate group by means of a first bolt and at least one second bolt with pre-tension.
4. The combination apparatus according to claim 3, wherein the first bolt is connected to compress the first inner plate group, the second inner plate group and the outer plates through centers of the first inner plate group, the second inner plate group, and the outer plates with pre-tension.
5. The combination apparatus according to claim 4, wherein the second bolt is connected to compress the first inner plate group, the second inner plate group and the outer plates through edges of the first inner plate group, the second inner plate group, and the outer plates with pre-tension.
6. The combination apparatus according to claim 1, wherein in order to increase a resistance of the outer plate, the outer plate is connected to at least one support profile.
7. The combination apparatus according to claim 6, wherein the support profile is connected to the outer plate by being positioned at a side of the outer plates facing outwardly.
8. The combination apparatus according to claim 3, wherein a first bolt cap and a second bolt cap are provided on the outer plate or on a support profile and threaded parts are compressed by means of a first bolt nut and a second bolt nut.
9. The combination apparatus according to claim 1, wherein the first inner plate group or the second inner plate group comprises at least one each inner plates.
10. The combination apparatus according to claim 9, wherein the inner plates can are allowed to be connected from one side with the carrier element.
11. The combination apparatus according to claim 9, wherein the inner plate comprises at least one support plate when required.
12. The combination apparatus according to claim 9, wherein the inner plate comprises at least one inner plate extension when required.
13. The combination apparatus according to claim 6, wherein the friction element is provided on the inner plates and the outer plates to be aligned with the support profile.
14. The combination apparatus according to claim 1, wherein the friction element has at least one first friction element and at least one second friction element.
15. The combination apparatus according to claim 14, wherein the first friction element is positioned on a first one of at least one of the first inner plate group and the second inner plate group and the at least one second friction element is positioned on a second one of the at least one of the first inner plate group and the second inner plate group, and on the outer plates, the friction elements are positioned in a manner aligning mutually with each other as a first one of the first and second friction elements is joined to an adjacent inner plate and a second one of the first and second friction elements is joined to a face of the outer plate.
16. The combination apparatus according to claim 1, wherein at least one first hyper-elastic dampening element and at least one second hyper-elastic dampening element are positioned between the first inner plate group and the second inner plate group and between the outer plate and one of the first inner plate group and the second inner plate group.
17. The combination apparatus according to claim 16, wherein at least one rubber part and at least one metallic part are provided on the hyper-elastic dampening elements.
18. The combination apparatus according to claim 6, wherein a first bolt cap and a second bolt cap are provided on the outer plate or on the support profile and threaded parts are compressed by means of a first bolt nut and a second bolt nut.
Description
BRIEF DESCRIPTION OF THE FIGURES
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DETAILED DESCRIPTION OF THE INVENTION
[0035] In this detailed description, the subject matter is explained with references to examples without forming any restrictive effect only in order to make the subject more understandable.
[0036] With reference to
[0037] The combination apparatus (1) is used in connecting the main carrier elements (50) to each other in buildings. Thanks to this, by means of the angular rotational movement during shaking of the carrier elements (50), the occurrence of conditions like breaking, cracking, collapsing, etc is reduced and/or prevented. In the invention, said carrier items (50) are frame system elements like beams, columns which support the building.
[0038] The combination apparatus (1) connects the carrier elements (50) to each other and has at least one first inner plate group (10a) or at least one second inner plate group (10b). In
[0039] In
[0040] In
[0041] Deflection may occur in time on the outer plates (20) due to the applied pre-tension forces. In order to prevent this, support profiles (21) are used. In
[0042] In
[0043] The operation manner of the friction elements (30) and positioning of the friction elements (30) on the combination apparatus (1) are as follows;
[0044] The first friction element (30a) and the second friction element (30b) are separately provided for each on the adjacent inner plates (10) and on the adjacent outer plate (20) and the inner plate (10). In other words, any of the friction elements (30) which try to realize friction at adjacent inner plates (10) is also joined at both sides, and at the outer plates (20), the other one of the friction elements (30) welded to the adjacent inner plate (10) is joined in a one-sided manner. Here, the subject which must be taken into attention is the need for joining the first friction element (30a) which tries to realize friction and the second friction element (30b) which tries to realize friction at different inner plate group. The reason for this form of the embodiment is that the first friction element (30a), which tries to realize friction as the combination apparatus (1) rotates, is desired to stay in the alignment of the support profile (21). As the combination apparatus (1) rotates, the relative rotation of the inner plate group whereon the first friction element (30a) is positioned is zero and the pre-tension force is distributed in a more uniform manner.
[0045] In
[0046] In a possible embodiment of the present invention, the hyper-elastic dampening elements (40) comprise preferably two different types of areal geometries provided on the combination apparatus (1). These are the first hyper-elastic dampening element (40a) and the second hyper-elastic dampening element (40b). Said first hyper-elastic dampening element (40a) preferably has rectangular shape and said second hyper-elastic dampening element (40b) preferably has circular shape. In a different embodiment of the present invention, the preferred areal geometry can be different from the circular or rectangular form. Pluralities of two types of hyper-elastic dampening elements (40) can be provided on the combination apparatus (1). Preferably the first hyper-elastic dampening element (40a) is provided in a far manner from the center (I) on the inner plate. The second hyper-elastic dampening element (40b) is preferably closer to the center (I). Here, the dampening capacity of the first hyper-elastic dampening element (40a) with respect to the second hyper-elastic dampening element (40b) is proportional with the distance from the center or with the sliding rigidity. However, the second hyper-elastic dampening element (40b) provides contribution to the realization of slow loading and reduction of the load applied to the first hyper-elastic dampening element (40a). Thanks to this, the undesired permanent shape deformations at the metallic part of the hyper-elastic dampening element (40) are prevented.
[0047] In a possible usage of the present invention, the combination apparatus (1) is used for connecting different carrier elements (50) to each other. In a possible usage of the present invention, in accordance with the combination apparatus configuration depending on the intensity of any quake, while any of the first inner plate group (10a) and the second inner plate group (10b) and the outer plates (20) move simultaneously in the same direction, it rotates relatively at least partially with respect to the other inner plate group. During this rotation, the friction elements (30) are in continuous contact with each other and give reaction related to stopping of this movement. However, as the intensity of the quake increases, this reaction force is exceeded and the movement continues. In this case, the reaction force exerted by the hyper-elastic dampening elements (40) increases.
[0048] As a result of the analyses made and the developed calculation steps, the momentum value which can be carried by the combination apparatus (1) is determined as given below.
M=n.Math.(T.sub.S.Math..Math.x.sub.S+k.sub.E.Math..Math.x.sub.E.sup.2)
[0049] Here, n: inner plate number, T.sub.S: total pre-tension force, : friction coefficient, x.sub.s the distance of the steel plates, which try to realize friction, to the first bolt, k.sub.E: the rigidity of the hyper-elastic dampening element (40), : the rotation value of the combination apparatus (1), x.sub.E: the distance of the hyper-elastic dampening element (40) to the center.
[0050] In
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[0053] By means of all these embodiments, the combination apparatus (1) provides meeting of the sufficient rigidity against earthquake and dampening need in a sustainable manner at the combinations in reinforced concrete and steel and prefabricated buildings. The combination apparatus (1) provides non-damaged rotation capability under a bending capacity protected without exceeding the bending capacity of the combinations in buildings and makes the bending rigidity of structure elements sustainable and provides non-damaged dampening characteristic. Thanks to this, structures which are protective against earthquake are obtained for humanity and the damaging of the public by earthquake is prevented.
[0054] The protection scope of the present invention is set forth in the annexed claims and cannot be restricted to the illustrative disclosures given above, under the detailed description. It is because a person skilled in the relevant art can obviously produce similar embodiments under the light of the foregoing disclosures, without departing from the main principles of the present invention.
REFERENCE NUMBERS
[0055] 1 Combination apparatus [0056] 10 Inner plate [0057] 10a First inner plate group [0058] 10b Second inner plate group [0059] 11 Inner plate extension [0060] 12 Support plate [0061] 20 Outer plate [0062] 21 Support profile [0063] 22 First bolt hole [0064] 23 First bolt [0065] 24 Second bolt [0066] 25 First bolt cap [0067] 26 First bolt nut [0068] 27 Second bolt hole [0069] 28 Second bolt cap [0070] 29 Second bolt nut [0071] 30 Friction element [0072] 30a First friction element [0073] 30b Second friction element [0074] 40 Hyper-elastic dampening element [0075] 40a First hyper-elastic dampening element [0076] 40b Second hyper-elastic dampening element [0077] 41 Metallic part [0078] 42 Rubber part [0079] 50 Carrier element [0080] (I) Center