WO2009133526A2 - Elemento de union entre modulos para construcciones - Google Patents
Elemento de union entre modulos para construcciones Download PDFInfo
- Publication number
- WO2009133526A2 WO2009133526A2 PCT/IB2009/051748 IB2009051748W WO2009133526A2 WO 2009133526 A2 WO2009133526 A2 WO 2009133526A2 IB 2009051748 W IB2009051748 W IB 2009051748W WO 2009133526 A2 WO2009133526 A2 WO 2009133526A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- modules
- connecting element
- module
- element according
- plates
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000005304 joining Methods 0.000 title claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 239000004567 concrete Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 15
- 230000005540 biological transmission Effects 0.000 description 5
- 229920001084 poly(chloroprene) Polymers 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000004088 simulation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F1/00—Springs
- F16F1/36—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
- F16F1/362—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers made of steel wool, compressed hair, woven or non-woven textile, or like materials
Definitions
- the present invention relates to a connecting element for construction, especially for transmitting loads between modules, preferably prefabricated and reinforced concrete, provided with a material, which, used under certain conditions, allows flexible, reliable, durable joints. and of easy installation and that contribute to realize, from stacks of said prefabricated modules, high-rise buildings.
- these elements are designed to be arranged adjacent and stacked to end up forming multi-storey buildings. For structural and construction reasons, it is necessary to provide vertical and horizontal joints between adjacent elements in the vertical and horizontal directions respectively.
- a solution to this limitation is the use in these joining elements of some material with elastic characteristics that give the building a degree of flexibility that allows it to absorb vibrations and reduce the maximum stresses caused by horizontal stresses.
- This solution also achieves a new feature that is the isolation to the transmission of acoustic vibrations.
- An example of material is neoprene. Indeed, it has adequate elastic characteristics from a mechanical point of view.
- the present invention proposes a connecting element that overcomes the problems of the state of the art and which presents other characteristics and advantages that will be set forth below.
- the flexible connecting element for constructions intended to be arranged between adjacent parts of said construction for transmitting vertical or horizontal loads is characterized by the fact that it comprises at least one body made of knitted and pressed steel wire, preferably stainless or galvanized, which it supports the vertical or horizontal loads transmitted between adjacent modules, said knitted and pressed steel wire being characterized by a deformation-tension curve having a lower slope area and a higher slope zone, said body being used with respect to said curve, in the highest slope area.
- This material currently used as support Anti-vibration of heavy machines, has some characteristics that make it specially adapted to the construction sector, and especially to buildings built with prefabricated modules, and even more especially to those of reinforced concrete. These characteristics are set out below.
- This material has a deformation-tension behavior very suitable for adjustment during the stacking process and to withstand high loads, both static and dynamic.
- This material is characterized by a stress-strain diagram (tension or on the axis of the ordinates and deformation ⁇ on that of the abscissa), as illustrated in Figure 1, in which two zones of behavior are clearly distinguished.
- a first zone A located under a voltage indicated by VV and for deformations to the left of WW
- a second zone B located above a voltage indicated by VV and for deformations to the right of WW
- the first corresponds to a very elastic behavior in which the material deforms greatly under the action of the initial loads because much of the volume of the material is air.
- the element is already very compacted and moves little by application of supplementary load. Therefore, during the assembly phase, the great elasticity allows it to deform greatly, so that the material acts as an initial mattress to adapt to the irregularities of the concrete, therefore no small-scale leveling stage is necessary.
- the material that composes said body, which performs the function of stress transmission is made to work, when it is arranged between two adjacent stacked modules, in the area of greatest slope, that is, in an area of the deformation graph -tension in which great efforts involve small displacements. Therefore this material, in case of earthquake, or any action that involves a considerable increase in tensions, will move little, which guarantees the stability of the building, especially because the relative position between joined modules will not vary.
- the aforementioned division of the strain strain graph can be obtained approximately by dividing it into two zones that are located part and another of the deformation corresponding to the intersection of the abscissa axis with the tangent to the curve for stresses and high deformations.
- said body has a shape delimited by two coaxial cylinders and two planes perpendicular to the axis of said cylinders.
- This form already known in its application in machines, is optimal since it allows the radial expansion of the material in both directions, so that it can work under compression with high loads.
- the body can be arranged in a circular steel base provided with a perimeter fence for housing said body. This base is arranged on the upper surface of a module and the body is fitted therein, so that said connecting element is centered in the position determined.
- the connecting element of the invention comprises two coaxial cylindrical pieces of different diameter, defining among them a volume in which at least one is housed, and preferably four or six of said bodies, the innermost part being intended to receive a positioning element embedded in its lower part in a first lower module and the outermost one to be embedded in the immediately upper module, so that said body transmits lateral forces between said parts and therefore between said first lower module and said second immediately superior module.
- a positioning joint element that can transmit horizontal forces in any direction.
- a positioning appendix which is usually a solid oblong-shaped element embedded in the lower element, fits precisely into an opening in the immediately superior element. This precision implies a union between two upper and lower elements that allows transmitting efforts but not vibrations.
- the connecting element of the invention comprises at least one, preferably four and even more preferably six of said bodies arranged between said cylinders and by the fact that they are angularly spaced apart. With the structure described, these vibrations are absorbed by the knitted steel material. In particular, the four or six bodies allow that there is always one that absorbs these efforts or vibrations and working under compression.
- the pieces comprise two covers at one of their ends, these covers comprising at least one hole, so that said cylindrical pieces can be fixed to each other by means of at least one fixing screw, which makes it possible to manufacture the prefabricated element together with the piece of larger diameter and then mount the rest of the element.
- this configuration allows, if it is necessary to replace any of the knitted steel bodies, easily disassemble the connecting element.
- the connecting element of the invention comprises two bent plates each provided with a hole, each intended to be fixed to two adjacent modules, said holes facing each other to accommodate a connecting screw and a plurality of washers, and characterized by the fact that said at least one body is disposed between at least two of said washers, arranged so that said body can transmit the horizontal loads between said adjacent modules.
- the holes of said plates have a clearance of approximately 1 cm when said screw is inserted, so that it allows a displacement in height and depth that allows the construction defects to be absorbed.
- the connecting element of the invention comprises two of said bodies arranged between two pairs of washers, at least one of them being between said two plates and the other on the other side of one of the plates with respect to the previous one, so that The element can transmit forces according to the longitudinal direction of said screw in both directions.
- Figure 1 is a typical strain-strain diagram of the knitted and pressed steel wire used in the element of the invention.
- Figure 2 is a perspective view of the body corresponding to a first preferred embodiment of the invention.
- Figure 3 is a perspective view of the element incorporating the body of Figure 2.
- Figure 4 is an elevation section of the element of the invention according to a second preferred embodiment of the invention.
- Figure 5 is a plan section corresponding to the element of Figure 4.
- Figure 6 is an exploded perspective view of the element of Figures 4 and 5.
- Figure 7 is a perspective view of a third embodiment of the invention.
- Figure 8 is a schematic front view of a set of four prefabricated modules in which the arrangement of the connecting elements of the invention can be seen.
- Figure 9 is a section in which the arrangement of a connecting element according to the third embodiment in an upper module is received, which receives a positioning element embedded in its lower part in a lower prefabricated module.
- the connecting element 1 is a body having a shape delimited by two coaxial cylinders 3 and 4 and two planes 5 and 6 perpendicular to the axis of said cylinders .
- the connecting element according to this first preferred embodiment may comprise a circular steel base 7 provided with a perimeter fence 8 for housing said body. Its arrangement between two prefabricated modules can be seen in Figure 8, with reference 1 '.
- the connecting element 1 comprises two coaxial cylindrical parts 9 and 10 of different diameter, defining among them a volume 11 in which four angularly equi-spaced bodies 2 are housed.
- the bodies are in number of four, but it can also be conceived to be six.
- These bodies 2 have a substantially arcuate parallelepiped shape according to the curvatures of the cylinders that confine them by their larger faces, as can be seen in the exploded view of Figure 6.
- the innermost part 9 is intended to receive a positioning element 12, as shown in Figure 9 embedded in its lower part in a first lower module 13 and the outermost part 10 to be embedded in the module immediately upper 14, so that the four bodies transmit lateral forces between the pieces and therefore between the first lower module 13 and the second immediately higher module 14.
- said parts comprise covers 15 and 16 with at least one hole 17 at one of its ends, so that said cylindrical pieces can be fixed to each other by means of one or more fixing screws, as can be seen in the figures 4 and 6.
- the connecting element 1 '' of the invention is of the type comprising two folded plates 18 and 19 each provided with at least one hole, each intended to be fixed to two adjacent modules 20, 21, said being holes facing to accommodate a connecting screw 22 and a plurality of washers 23, as seen in Figure 7.
- this embodiment is characterized by the fact that said at least one body 2a or 2b is disposed between at least two of said washers 23, arranged so that said body can transmit the horizontal loads between said adjacent modules 20 and 21, as shown in Figure 8.
- the connecting element may comprise two of said bodies arranged between two pairs of washers, at least one of them being 2a located between said two plates and the other 2b on the other side of one of the plates with respect to the previous one.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Emergency Management (AREA)
- Business, Economics & Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Textile Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Claims
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA2723231A CA2723231A1 (en) | 2008-04-29 | 2009-04-29 | Joining element between modules for constructions |
CN2009801173908A CN102027259A (zh) | 2008-04-29 | 2009-04-29 | 结构模件之间的接合构件 |
US12/989,992 US20110041435A1 (en) | 2008-04-29 | 2009-04-29 | Joining element between modules for constructions |
EP09738539A EP2309148A2 (en) | 2008-04-29 | 2009-04-29 | Joining element between modules for constructions |
MX2010011946A MX2010011946A (es) | 2008-04-29 | 2009-04-29 | Elemento de union entre modulos para construcciones. |
RU2010144467/11A RU2487282C2 (ru) | 2008-04-29 | 2009-04-29 | Соединительный элемент для установки между конструктивными модулями |
MA33364A MA32315B1 (fr) | 2008-04-29 | 2010-11-19 | Element de liaison utilise entre des modules pour des constructions |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200801311A ES2362514B1 (es) | 2008-04-29 | 2008-04-29 | Elemento de unión entre módulos para construcciones. |
ESP200801311 | 2008-04-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2009133526A2 true WO2009133526A2 (es) | 2009-11-05 |
WO2009133526A3 WO2009133526A3 (es) | 2010-05-20 |
Family
ID=41255498
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2009/051748 WO2009133526A2 (es) | 2008-04-29 | 2009-04-29 | Elemento de union entre modulos para construcciones |
Country Status (9)
Country | Link |
---|---|
US (1) | US20110041435A1 (es) |
EP (1) | EP2309148A2 (es) |
CN (1) | CN102027259A (es) |
CA (1) | CA2723231A1 (es) |
ES (1) | ES2362514B1 (es) |
MA (1) | MA32315B1 (es) |
MX (1) | MX2010011946A (es) |
RU (1) | RU2487282C2 (es) |
WO (1) | WO2009133526A2 (es) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3115528A1 (en) | 2015-07-10 | 2017-01-11 | Fundacíon Tecnalia Research & Innovation | Construction arrangement and detachable connection assembly for this construction arrangement |
US10208483B1 (en) | 2017-08-01 | 2019-02-19 | SkyStone Group LLC | Façades of modular units and methods of construction thereof |
US10538907B2 (en) | 2017-08-01 | 2020-01-21 | SkyStone Group LLC | Modular assemblies and methods of construction thereof |
US20210317653A1 (en) | 2018-09-07 | 2021-10-14 | Luis Manuel GARCIA CASTRO | Device for securing construction modules |
CN114908882B (zh) * | 2022-05-23 | 2023-11-10 | 广东中集建筑制造有限公司 | 箱式建筑模块的连接定位系统及具有其的模块化建筑 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5163256A (en) | 1989-08-04 | 1992-11-17 | Kajima Corporation | Elasto-plastic damper for structure |
US5862638A (en) | 1996-05-13 | 1999-01-26 | Applied Structures Technology Llc | Seismic isolation bearing having a tension damping device |
WO2006022674A1 (en) | 2004-07-30 | 2006-03-02 | Axon Micheal G | Earthquake shock damper |
EP1700964A2 (en) | 2005-03-03 | 2006-09-13 | Compact-Habit, S.L. | Modular building system and method for level assembling of prefabricated building modules |
Family Cites Families (22)
Publication number | Priority date | Publication date | Assignee | Title |
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US3377755A (en) * | 1963-01-24 | 1968-04-16 | Stucky Fritz Christoph | Prefabricated building units including prestressed floor panels with upstanding end members connected by tension means |
GB1150661A (en) * | 1965-04-08 | 1969-04-30 | Ampep Ind Products Ltd | Improvements relating to Bearing Units |
US4187573A (en) * | 1977-07-05 | 1980-02-12 | Watson Bowman Associates, Inc. | High load bearing for bridges and similar structures |
SU863929A1 (ru) * | 1979-08-08 | 1981-09-15 | Научно-Исследовательский Институт Мостов | Пружина |
US4599829A (en) * | 1983-08-25 | 1986-07-15 | Tandemloc, Inc. | Modular container building system |
JPH0645975B2 (ja) * | 1988-07-21 | 1994-06-15 | ニッタ株式会社 | 建造物用免震装置 |
US5014474A (en) * | 1989-04-24 | 1991-05-14 | Fyfe Edward R | System and apparatus for limiting the effect of vibrations between a structure and its foundation |
JPH038907A (ja) * | 1989-06-07 | 1991-01-16 | Ohbayashi Corp | 免震装置 |
JPH05141463A (ja) * | 1991-11-15 | 1993-06-08 | Kajima Corp | 積層ゴム及び該積層ゴムを用いた構造物の振動制御装置 |
US5303524A (en) * | 1992-03-09 | 1994-04-19 | Caspe Marc S | Earthquaker protection system and method of installing same |
US6129326A (en) * | 1997-03-07 | 2000-10-10 | Caterpillar Inc. | Adhesive shock absorber |
SE508852C2 (sv) * | 1997-03-10 | 1998-11-09 | Concrete Volumes Sweden Ab | Anordning för att lösgörbart förbinda fyra i en byggnad ingående, prefabricerade byggenheter |
US6021992A (en) * | 1997-06-23 | 2000-02-08 | Taichung Machinery Works Co., Ltd. | Passive vibration isolating system |
DE19854990A1 (de) * | 1998-11-27 | 2000-12-14 | Umfotec Umformtechnik Gmbh | Gefügedämpfer |
US6176055B1 (en) * | 1999-02-17 | 2001-01-23 | Chen-Wei Fu | Modular foundation system |
JP3490927B2 (ja) * | 1999-05-19 | 2004-01-26 | ニチアス株式会社 | 熱遮蔽板に振動フローティングワッシャを取付ける方法 |
US6631593B2 (en) * | 2000-07-03 | 2003-10-14 | Jae Kwan Kim | Directional sliding pendulum seismic isolation systems and articulated sliding assemblies therefor |
ES2169683B1 (es) * | 2000-09-22 | 2003-12-01 | Innovacion Y Diseno Orovay S L | Disposicion modular de protecccion antiseismos aplicable en la construccion de edificios y similares. |
US8484911B2 (en) * | 2006-05-12 | 2013-07-16 | Earthquake Protection Systems, Inc. | Sliding pendulum seismic isolation system |
GB2447289B (en) * | 2007-03-08 | 2012-01-25 | Verbus Internat Ltd | Connector system |
JP5319902B2 (ja) * | 2007-09-12 | 2013-10-16 | 積水化学工業株式会社 | 建物の制振構造 |
US8152117B2 (en) * | 2008-12-30 | 2012-04-10 | Paul R. Gain | Adjustable bushing |
-
2008
- 2008-04-29 ES ES200801311A patent/ES2362514B1/es active Active
-
2009
- 2009-04-29 WO PCT/IB2009/051748 patent/WO2009133526A2/es active Application Filing
- 2009-04-29 MX MX2010011946A patent/MX2010011946A/es not_active Application Discontinuation
- 2009-04-29 CA CA2723231A patent/CA2723231A1/en not_active Abandoned
- 2009-04-29 CN CN2009801173908A patent/CN102027259A/zh active Pending
- 2009-04-29 EP EP09738539A patent/EP2309148A2/en not_active Withdrawn
- 2009-04-29 US US12/989,992 patent/US20110041435A1/en not_active Abandoned
- 2009-04-29 RU RU2010144467/11A patent/RU2487282C2/ru active
-
2010
- 2010-11-19 MA MA33364A patent/MA32315B1/fr unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5163256A (en) | 1989-08-04 | 1992-11-17 | Kajima Corporation | Elasto-plastic damper for structure |
US5862638A (en) | 1996-05-13 | 1999-01-26 | Applied Structures Technology Llc | Seismic isolation bearing having a tension damping device |
WO2006022674A1 (en) | 2004-07-30 | 2006-03-02 | Axon Micheal G | Earthquake shock damper |
EP1700964A2 (en) | 2005-03-03 | 2006-09-13 | Compact-Habit, S.L. | Modular building system and method for level assembling of prefabricated building modules |
Also Published As
Publication number | Publication date |
---|---|
CA2723231A1 (en) | 2009-11-05 |
RU2010144467A (ru) | 2012-06-10 |
ES2362514A1 (es) | 2011-07-07 |
MX2010011946A (es) | 2011-03-04 |
US20110041435A1 (en) | 2011-02-24 |
CN102027259A (zh) | 2011-04-20 |
MA32315B1 (fr) | 2011-05-02 |
ES2362514B1 (es) | 2012-05-23 |
RU2487282C2 (ru) | 2013-07-10 |
WO2009133526A3 (es) | 2010-05-20 |
EP2309148A2 (en) | 2011-04-13 |
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