专利摘要:
Rigid antivibration anchoring device for construction. The present invention consists in a device formed by a steel plate and a plurality of steel anchor bars for leaving it in a concrete base during its fresh state; characterized in that it has an anti-vibration insulating material in all the surfaces that are in contact with the concrete, in such a way that there is no direct contact between the steel of the device and the concrete of the base, but there is indirect contact by means of this antivibratory material that serves to absorb the vibrations and that at the same time transmits by pressure the actions and reactions of moment, vertical force, horizontal force and torsion. The invention can be used both for the support of machines and installations, to improve the performance of the simple conventional insulating support or silentblock of the state of the art; as for knots of structures of constructions. The thickness and insulating characteristics of the antivibration material used, in each position of the plate, anchor rods or profiles, are determined by calculation; depending on the voltage transmission required by the node. (Machine-translation by Google Translate, not legally binding)
公开号:ES2631881A1
申请号:ES201630251
申请日:2016-03-03
公开日:2017-09-05
发明作者:José Carlos SALCEDO HERNÁNDEZ;Juan Miguel BARRIGÓN MORILLAS;Juan SAUMELL LLADÓ;Jorge CIVANTOS CAPELLA
申请人:Universidad de Extremadura;
IPC主号:
专利说明:

5
10
fifteen
twenty
25
30
35
40
Four. Five
DESCRIPTION
ANTIVIBRATORY RIGID ANCHORAGE DEVICE FOR CONSTRUCTION
Technical field of the invention
The present invention corresponds to the technical field of construction.
Background of the invention
In the current state of the art there are multiple types of devices for anti-vibration supports, generically called silentblock, to seat machines, installations, structures, etc., on a base, and avoid or limit the transmission of vibrations.
Most of these devices are simple supports that can transmit vertical actions-reactions to the base, but do not have the capacity to constitute rigid knots. In order to perform a rigid union, the transmission between the machine, installation or structure, and the base, of moments, vertical and horizontal stresses, and torsions, is required by the principle of action and reaction of Physics, which until now involved necessarily also the transmission of vibrations.
It is necessary to innovate a new device that allows the transmission of moments, vertical forces, horizontal forces and torsions, but not of vibrations; between the machine, installation or structure, and the base.
Description of the invention
The present invention consists of a device formed by a steel plate and a plurality of steel anchor bars to leave these anchor bars in a concrete base during their fresh state; characterized in that it has on all surfaces that are in contact with the concrete, an anti-vibration insulating material, such that there is no direct contact between the device steel and the concrete of the base, but that there is indirect contact through this anti-vibration material, which serves to absorb the vibrations and at the same time transmits by pressure the actions and reactions of moment, vertical force, horizontal force and torsion between the elements.
The dimensioning of the elements of the device, both of the thickness and dimensions of the plate, the number, caliber and length of the anchor bars, the existence or not of profiles in the anchor bars, as well as the thickness and insulating characteristics of the material antivibratory, are determined by calculation; depending on the actions and reactions transmitted between the machine, installation or structure and the concrete base; and depending on the required vibration isolation.
The invention can be used both for the support of machines and installations, to improve the performance of the simple conventional insulating support or silentblock of the state of the art, as well as for construction structure nodes:
5
10
fifteen
twenty
25
30
35
40
Four. Five
Depending on the calculation, by means of the device of the invention, knots can be obtained:
- That transmit action-reaction of vertical force, action-reaction of horizontal force, moment-action-action and torsion-action-reaction.
- That transmit action-reaction of vertical force, action-reaction of horizontal force and action-reaction of moment.
- That transmit action-reaction of vertical force and action-reaction of horizontal force, but not action-reaction of moment, allowing a certain rotation.
- That transmit action-reaction of vertical force, but not action-reaction of horizontal force, nor action-reaction of moment, allowing certain rotation and certain displacement.
The thickness and insulating characteristics of the antivibration material used are determined by calculation, at each plate position, anchor bars or profiles; in function of the transmission of tensions that the knot requires.
Description of the drawings.
In order to complete the description and in order to help a better understanding of the features of the invention, a set of drawings is attached as an integral part of the present specification, in which, with an illustrative and non-limiting nature, the following is represented:
Figure 1 shows a device of simple conventional support or silentblock of the state of the art, in particular, of those used for the support of a leg of a machine to a base, represented in plan and elevation. This solution manages to reduce the transmission of vibrations from the machine to the base, but the only actions that can be transmitted to the base are the vertical force and a small horizontal force, not being able to transmit momentum and therefore, not being a rigid knot, nor of a recess.
Figure 2 shows an anchor plate device of the state of the art, of which they are usually used in construction, represented in plants and raised, in two moments, before introducing into the fresh concrete and after having been introduced into the concrete; which is formed by a steel plate (1) and a plurality of steel anchor bars (2). The device is left in the concrete (3) when it is fresh, by different procedures according to the general state of the art; when the concrete is set and hardened, the construction elements (4) are joined to the sheet as a support or steel pillar of the construction in a general non-limiting drawing, the union usually being made with welding to the plate.
Figure 3 shows the rigid anti-vibration anchoring device of the invention, in a general non-limiting drawing, depicted in plans, elevations and detail, in two moments, before being introduced into the concrete and after having been introduced; which is characterized by a steel plate (1), a plurality of steel anchor bars (2) attached to the plate according to the state of the art, and an antivibrational insulating material (5) covering all the contact surfaces of plate and bars of the device with the concrete of the base. The device is left in the concrete (3) when it is fresh, by different procedures according to the general state of the art; when the concrete is set and hardened, the plate steel is not in direct contact with the concrete that the
5
10
fifteen
twenty
25
30
35
40
Four. Five
It involves, but is interposed between the steel of the device and the concrete of the base, throughout the contact surface, an insulating sheet that absorbs vibrations and allows the transmission of actions and reactions between the anchoring device and the base of concrete by means of the pressure of the anti-vibration material.
Preferred embodiments of the invention.
In view of the aforementioned figures, preferred embodiments of the invention are described below, in an illustrative and non-limiting manner:
Figure 4 shows a preferred embodiment of an anti-vibration anchoring device, represented in perspective, plan, elevation, detail and situation scheme; characterized by a steel plate (1), a plurality of anchor bars (2) and an antivibrational insulating material (5) that covers all the contact surfaces with the concrete. Devices like this can be used for anchoring machines (6) to benches (7); using a plurality of devices as described, one for each machine support. The transmission of the weight is mainly due to the base of the device plate and the bars prevent both horizontal displacement and starting. The anti-vibration insulator (5) that covers the steel surface in contact with the concrete, prevents or limits the transmission of vibrations from the machine to the bench.
Figure 5 shows a preferred embodiment of an anti-vibration anchoring device for a structural element of a construction, such as a steel support or pillar of a construction; represented in plan, elevation and detail, in two moments, before entering the concrete and after having been introduced; characterized by a steel plate (1) for the structure, a plurality of anchor bars (2) determined by calculation in number, length and caliber, a hole in the plate (7), and an anti-vibration insulating material (5 ) covering all contact surfaces with concrete. The hole in the plate (7) is used to facilitate the execution of the joint according to the general state of the art, to verify, reconsider or compact the concrete. Devices like this can be used for anchoring resistant structures
(4) to its foundations or other concrete massifs. The transmission of the weight is mainly caused by the base of the plate and the bars prevent both horizontal displacement and traction starting of the support; The set can transmit moments and torsion. The anti-vibration insulator (5) that covers the steel surface in contact with the concrete, prevents or limits the transmission of vibrations between the structure and the foundation, so this device can be used both for the anti-vibration isolation of the structure and for the protection against seismic actions and external vibrations, giving the structure of the earthquake resistance construction.
Figure 6 shows a preferred embodiment of an anti-vibration anchoring device for a structural element of a construction for bolted joints, such as a steel support or pillar of a construction; represented in plan, elevation and detail, in two moments, before entering the concrete and after having been introduced; characterized by a steel plate (1) for the structure, a plurality of anchor bars (2) determined by calculation in number, length and caliber, a hole in the plate (7), and an anti-vibration insulating material
(5) covering all contact surfaces with concrete. The device features, protruding from the plate, threaded steel bars (8), which are left waiting for the union with
5
10
fifteen
twenty
25
30
35
40
Four. Five
nuts to the structure, according to the general state of the art. The hole in the plate (7) is used to facilitate the execution of the joint according to the general state of the art, to verify, reconsider or compact the concrete. Devices like this can be used for anchoring resistant structures (4) to their foundations or other concrete massifs. The transmission of the weight is produced mainly by the base of the plate and the bars prevent both the horizontal displacement and the starting by traction of the support; The set can transmit moments and torsion. The anti-vibration insulator (5) that covers the steel surface in contact with the concrete, prevents or limits the transmission of vibrations between the structure and the foundation, so this device can be used both for the anti-vibration isolation of the structure and for the protection against seismic actions and external vibrations, giving the structure of the earthquake resistance construction.
Figure 7 shows a preferred embodiment of an anti-vibration anchoring device for a structural element of a reinforced concrete construction with corrugated bars, such as a reinforced concrete pillar; represented in plan, elevation and detail, in two moments, before entering the concrete and after having been introduced; characterized by a steel plate (1) for the structure, a plurality of anchor bars (2) determined by calculation in number, length and caliber, and an anti-vibration insulating material (5) covering all contact surfaces with the concrete of the base. The sheet is waiting for a plurality of corrugated bars (9), which are welded to the plate and that will be left waiting for the construction of the pillar with a certain anchoring length, to be then placed in the concrete of the structure according to the general state of the art. Devices like this can be used for anchoring resistant structures of reinforced concrete or concrete (10) to foundations or other concrete massifs. The transmission of the weight is produced mainly by the base of the plate and the bars prevent both the horizontal displacement and the starting by traction of the support; The set can transmit moments and torsion. The anti-vibration insulator (5) that covers the steel surface in contact with the concrete of the base, prevents or limits the transmission of vibrations between the structure and the foundation, so this device can be used both for the anti-vibration isolation of the structure as for the protection against seismic actions and external vibrations, giving the structure of the earthquake resistance construction.
Figure 8 shows a preferred embodiment of an anti-vibration anchoring device for a structural element of a construction, such as a steel support or pillar of a construction; represented in plants, elevation and detail, in two moments, before introducing into the concrete and after having been introduced; characterized by a steel plate (1) of seat for the structure, a plurality of anchor bars (2) determined by calculation in number, length and caliber; a plurality of steel profiles (11) welded to the anchor bars, and an anti-vibration insulating material (5) that covers all the contact surfaces of the device with the concrete. The steel profiles (11) remain inserted in the concrete attached to the bars according to the state of the art, so that the anchorage and the contact surface between the device and the concrete is increased through the anti-vibration insulator that covers them . Devices like this can be used for anchoring structures that are resistant to their foundations or other concrete massifs. The transmission of the weight takes place mainly by the base of the plate and by the profiles, and the bars and the profiles prevent both the horizontal displacement and the starting by traction of the support; The set can transmit moments and torsion. The anti-vibration insulator (5) that covers the steel surface in contact with the concrete, prevents or limits the transmission of
vibrations between the structure and the foundation, so this device can be used both for the anti-vibration isolation of the structure and for protection against seismic actions and external vibrations, giving the structure of the earthquake resistance construction.
权利要求:
Claims (6)
[1]
5
10
fifteen
twenty
25
30
35
40

1. Anti-vibration rigid anchoring device for use in construction on machine bases, facilities and equipment; characterized by a steel plate and a plurality of steel anchor bars, in which all the surfaces of bars and plate that remain in contact with the concrete of the base, are coated with an anti-vibration insulating material; the device is left in the concrete when it is fresh; when the concrete is set and hardened, the steel of the device is not in direct contact with the concrete, but is interposed between the steel and the concrete, on the entire contact surface, an insulating sheet, which absorbs vibrations and allows the transmission of actions and calculation reactions, whether these are vertical, horizontal, moments and / or twists, between the anchoring device and the concrete base, by means of the pressure of the anti-vibration insulating material.
[2]
2. Anti-vibration rigid anchoring device for use in construction on bases of elements of resistant structures, such as pillars, beams or arches; characterized by a steel plate and a plurality of steel anchor bars, in which all the surfaces of bars and plate that remain in contact with the concrete of the base, are coated with an anti-vibration insulating material; the device is left in the concrete when it is fresh; when the concrete is set and hardened, the steel of the device is not in direct contact with the concrete, but is interposed between the steel and the concrete, on the entire contact surface, an insulating sheet, which absorbs vibrations and allows the transmission of actions and calculation reactions, whether these are vertical, horizontal, moments and / or twists, between the anchoring device and the concrete base, by means of the pressure of the anti-vibration insulating material.
[3]
3. A rigid anti-vibration anchoring device according to claims 1 and 2, characterized in that it has a plurality of threaded bars on the plate, for joining the machine, installation, equipment or structure resistant to the device according to the state of the art.
[4]
4. A rigid anti-vibration anchoring device according to claims 1 and 2, characterized in that it has a plurality of corrugated steel bars, for joining concrete structural elements to the device according to the state of the art.
[5]
5. Rigid anti-vibration anchoring device according to claims 1, 2, 3 and 4 above, characterized in that it also has steel plates or profiles attached to the anchor bars, also coated with anti-vibration insulating material on all its surfaces, which improve the transmission of actions and reactions between the machine, installation, equipment or structure and the base.
[6]
6. A rigid anti-vibration anchoring device according to any one of the preceding claims 1, 2, 3, 4 and 5; characterized in that the plate has a hole, also covered with anti-vibration insulating material at its edges, to facilitate the execution of the joint according to the general state of the art, to verify, reconsider or compact the concrete.
类似技术:
公开号 | 公开日 | 专利标题
ES2536986T3|2015-06-01|Concrete structure
ES2765663T3|2020-06-10|Wind turbine base and wind turbine
EP3739139B1|2021-10-13|Self-resetting energy-dissipating steel support having shape memory alloy damper
JP3229629U|2020-12-17|Integrated foundation bearing platform for rapid construction
ES2631881B2|2018-05-23|ANTIVIBRATION RIGID ANCHORAGE DEVICE FOR CONSTRUCTION
ES2291784T3|2008-03-01|FORMWORK SYSTEM TO CREATE ARMOR STEPS FROM CONCRETE COMPONENTS AND / OR FOR CONCRETE CONCRETE FINISHES.
JP6111922B2|2017-04-12|Column base reinforcement method and apparatus
ES2350217B2|2011-08-31|SYSTEM TO DISSIP SISMIC ENERGY IN CONSTRUCTIONS.
JP2011202420A|2011-10-13|Structure and method for joining shaft member and rc member
KR101242978B1|2013-03-12|Method for constructing partition wall using seismic control device
JP4472726B2|2010-06-02|Base-isolated building structure
RU2016142556A|2018-04-28|PRE-STRESSED STEEL CONCRETE BEAM
ES2883640T3|2021-12-09|Device for joining a metal section with a concrete section in a hybrid hollow tower
EA201600404A1|2016-09-30|MULTIPLE BUILDING ELEMENT AND METHOD FOR ASSEMBLY OF MULTIPLE-BUILT CONSTRUCTION ELEMENT
JP2016169603A|2016-09-23|Seismic isolator for detached house
JP6114071B2|2017-04-12|Seismic isolation method for existing buildings and temporary structure under construction
Uribe Vallejo et al.2009|Evaluating a steel beam s rigid connection to a concrete filled tubular column when submitted to dynamic load
JP6896443B2|2021-06-30|Pillar structure
WO2017141083A1|2017-08-24|Multi-tapered yielding plate energy dissipater
JP2014190040A|2014-10-06|Hybrid structure and the construction method therefor
CN210482268U|2020-05-08|Bidirectional layered shear type soil box
JP3197277U|2015-04-30|Dry brick structure
JP6614531B2|2019-12-04|Seismic reinforcement structure for buildings
ES2551182B2|2016-03-07|Seismic isolation device with multiple cores and gears
JP3193091U|2014-09-18|Seismic isolation device for detached house
同族专利:
公开号 | 公开日
ES2631881B2|2018-05-23|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题
CN102018207A|2009-09-16|2011-04-20|南通市百味食品有限公司|Walnut powder and processing technology thereof|
CN102747744A|2011-04-19|2012-10-24|中国水电顾问集团贵阳勘测设计研究院|Setting method and structure of embedded bolt of strongly-vibrating large electromechanical equipment|
RU2014109309A|2014-03-11|2015-09-20|Федеральное Государственное Бюджетное Образовательное Учреждение Высшего Профессионального Образования Пензенскй государственный университет архитектуры и строительства|METHOD FOR INCREASING TECHNICAL RESOURCE AND RESISTANCE OF ROD AND TUBULAR FITTINGS|
法律状态:
2018-05-23| FG2A| Definitive protection|Ref document number: 2631881 Country of ref document: ES Kind code of ref document: B2 Effective date: 20180523 |
优先权:
申请号 | 申请日 | 专利标题
ES201630251A|ES2631881B2|2016-03-03|2016-03-03|ANTIVIBRATION RIGID ANCHORAGE DEVICE FOR CONSTRUCTION|ES201630251A| ES2631881B2|2016-03-03|2016-03-03|ANTIVIBRATION RIGID ANCHORAGE DEVICE FOR CONSTRUCTION|
[返回顶部]