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WO2014092662A1 - Système de construction antisismique - Google Patents

Système de construction antisismique Download PDF

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Publication number
WO2014092662A1
WO2014092662A1 PCT/TR2013/000161 TR2013000161W WO2014092662A1 WO 2014092662 A1 WO2014092662 A1 WO 2014092662A1 TR 2013000161 W TR2013000161 W TR 2013000161W WO 2014092662 A1 WO2014092662 A1 WO 2014092662A1
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WO
WIPO (PCT)
Prior art keywords
groundwork
motion
building
earthquake
motion mechanism
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/TR2013/000161
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English (en)
Inventor
Cemalettin KAYA
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of WO2014092662A1 publication Critical patent/WO2014092662A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution

Definitions

  • This invention is related to the motion system in anti-earthquake building system which may be applied on all sorts of buildings, which provides elimination of earthquake effect owing to the motion mechanisms which enable the groundworks independent of each other in double groundwork which are one on the top the other in order to provide consumption of earthquake forces effecting the building in medium or severe earthquakes within the groundwork structure without transferring from the groundwork of the building to the upper floors and which eliminate loss of life and property.
  • Earthquake is known as a natural disaster the effects and time of which cannot be detected exactly. Failure to the effects and time of earthquake exactly causes the measures to be taken for the future to be restricted.
  • This invention which may be applied to all sorts of apart order buildings and which is related to the motion system in anti-earthquake building system which may be applied on all sorts of buildings, which provides elimination of earthquake effect owing to the motion mechanisms which enable the groundworks independent of each other in double groundwork which are one on the top the other in order to provide consumption of earthquake forces effecting the building in medium or severe earthquakes within the groundwork structure without transferring from the groundwork of the building to the upper floors and which eliminate loss of life and property, overcome with all of the abovementioned disadvantages and it is characterized by the fact that earthquake forces coming on the axes at very different directions at the moment of earthquake are damped at the groundwork of the building and transfer of earthquake forces to the upper floors of the buildings may be prevented, having motion mechanism composed of balls settled below each column, being able to be carried from one place of the building to another owing to the motion mechanism.
  • rigid basement floor(s) may be applied to all sorts of buildings the area of which is bigger than its main mass and which surrounds the main structure all around regardless of its geometric structure, regardless of the number of floors.
  • At the ground of the building there are two groundwork structures that can move independently from each other one on the other. When the earthquake forces come from different directions, the two groundworks act independently from each other and earthquake forces are prevented to arrive at upper floors.
  • the motion mechanism In the groundwork of the building there is a motion mechanism that provides the two grondworks to move independently from each other.
  • the motion mechanism In the motion mechanism, there is a motion system which is composed of balls moving between two groundworks moving independently of each other. The motion system settled between columns in the building moves in the thrusting bearing. Motion system moves at the moment of earthquake and functions as carrier when there is no earthquake.
  • the motion mechanism In the anti-earthquake building system, the motion mechanism provides moving the building from one place to another at the same time. Motion system may be moved on the way opened between the groundwork it carries on and the building floors and may be carried to the desired region. The motion of the building is provided with the motion system along the carrying way in the carrying transaction and it is provided to be conveyed to the region having a similar groundwork system and fixed.
  • Figure 3 Detailed view of the motion mechanism from the top and cross section.
  • Figure 4 General view of the cross section of the springy mechanism of the motion mechanism.
  • Figure 5 View of the lower cover of the ball bearing of the motion mechanism from horizontal cross section.
  • Figure 6 View of the motion mechanism thrusting bearing from the top and cross section.
  • Figure 7 Cross section view of motion mechanism friction surface.
  • Figure 8 View of the columns settled under the motion mechanism from the plan.
  • Figure 9 General view of the motion mechanism settled in the 1 st Groundwork under the columns in the anti-earthquake building system from the top.
  • Figure 10 General view of the structure carrying way made in each column axis.
  • Figure 1 General view of the horizontal impulse sources as settlement.
  • Figure 12 Cross section of the start of carrying the building.
  • Figure 14 Completed cross section of the crash console of the building carried and voided.
  • This invention related to the motion mechanism in the anti-earthquake building system which may be applied to all sorts of buildings and which is related to the motion system in anti-earthquake building system which may be applied on all sorts of buildings, which provides elimination of earthquake effect owing to the motion mechanisms which enable the groundworks independent of each other in double groundwork which are one on the top the other in order to provide consumption of earthquake forces effecting the building in medium or severe earthquakes within the groundwork structure without transferring from the groundwork of the building to the upper floors and which eliminate loss of life and property is generally composed of; the 1 st Groundwork (1) which transfers the fixed loads of the rigid structure and the loads of the motile structure to the ground, the 2 nd Groundwork (2) on the 1 st Groundwork (1), the motion mechanism (3) that provides the 2 nd Groundwork (2) to be motile on the 1 st Groundwork (1), the upper cover (3.1) providing connection of the entire mechanism to the 2 nd Groundwork (2) in the motion mechanism (3), main ball bearing (3.2) located at the lower bearing area of the upper cover (3.1),
  • the use of the invention is as follows:
  • the 1 st Groundwork (1) becomes the structure element of the rigid region, which is buried in the ground of the building.
  • the 1 st Groundwork (1) is applied as laying foundation in a certain depth of the ground through laying foundation method with patent.
  • the 2 nd Groundwork (2) carries building floors which can move independently on the 1 st Groundwork (1).
  • the 2 nd Groundwork (2) is positioned over the 1 st Groundwork (1) with a certain distance.
  • the 1 st Groundwork (1) carries the entire building together with the 2 nd Groundwork (2). Structure columns (1 1) are erected on the 2 nd Groundwork (2).
  • the motion mechanism (3) there is the upper cover (3.1) which connects the entire mechanism to the 2 nd Groundwork (2).
  • the main ball bearing (3.2) enables the motion mechanism (3) to wander in the thrusting bearing (5) in all slopes without angle and enables the structure to turn back to the place it moved for the first time with structure weight. Horizontal motion of the structure realizes owing to the ball (3.4) in the motion mechanism (3).
  • the lower cover (3.5) imprisons the ball (3.4) in the main ball bearing (3.2).
  • the main ball bearing (3.2) and the ball (3.3) is connected to the upper cover (3.1) through springy mechanism (3.6).
  • Springy mechanism (3.6) keeps all elements of the motion mechanism (3) together and while it applied tensile stress on one hand, it operates with propulsion stress on the other hand.
  • the main ball bearing (3.2) moves in the reverse direction from the left to the right.
  • Springy mechanism (3.6) located on the left of the motion mechanism (3) works for tensile strength while the springy mechanism (3.6) on the right works for propulsion stress.
  • the thrusting bearing (5) is the bearing where the balls (3.4) move on the motion mechanism (3).
  • the thrusting bearing (5) being spherical in shape preferably enables the structure to turn back to the first point where the structure starts motion.
  • Fixing arm (6) is used for not allowing replacement of the motion mechanism (3) during equipment placement and concrete casting of the 2 nd Groundwork (2) after the motion mechanism (3) is placed in the thrusting bearing (5).
  • the task of the fixing column (6) is till the concrete of the 2 nd Groundwork (2) gains resistance.
  • the fixing arm (6) made of weak material breaks off at the first motion of the structure and becomes out of service.
  • another task of the fixing arm (6) is preventing harm on the water isolation (7), during the 2nd Groundwork (2) equipment assembly and concrete casting.
  • Water isolation (7) is applied around motion mechanism (3) upper cover (3.1) and edge region of the thrusting bearing (5). After settling filling material on the 1 st Groundwork (1) , equipment assemblies of the 2 nd Groundwork (2) are performed. Water isolation (7) is applied in order to prevent filling of concrete waters and aggregates in the motion mechanism (3) and thrusting bearing (5) during concrete casting of the 2nd Groundwork
  • Structure carrying way (8) is a special way made at the axis of each columns at the same altitude with the altitudes of both groundworks between the existing 1 st Groundwork (1) and the new 1 st Groundwork (1) of the structure in order to enable the structure from one place to another.
  • Horizontal impulse source (9) can provide impulsion of the structure horizontally on its own.
  • two horizontal impulse sources (9) connected parallel with each other, working as a group preferably is used.
  • Each group of horizontal impulse sources (9) have a capacity that could respond the anti-resistance applied by the structure horizontally.
  • Power source choke (10) is the support element which the horizontal impulse source (9) leans in order to push the structure.
  • Crash console additional ores (13) are the ore equipments planted with various chemicals for the completion of the crash console the place of which is vacated after the structure is moved to its new place.
  • Completed crash console (12) is constructed on the crash console ores (13) erected to replace the crash console vacated after settlement of the structure on the 1 st Groundwork
  • the building is provided to be carried from its own place to another place if necessary owing to the motion mechanism (3) in anti-earthquake building system. If the building has side crash consoles at both sides at the direction of carrying the building in the 1 st Groundwork (1), outer curtain and support panels are cut and removed. The existing rigid region is made exactly in the place where the structure is carried - pulling piles, the 1 st Groundwork (1), crash consoles, if any outer curtain and support panels. Only the place of the crash console at the direction of entry of the building carried in the new 1 st Groundwork (1) is left empty.
  • the structure carrying way (8) is made between the two groundworks with the same altitudes for all and with straight route. The structure carrying ways (8) are in the same number with the column axes of the structure.
  • first group impulsive power source choke (10) is placed at a distance equal to the start position of the impulse sources (9) horizontal to the 2 nd Groundwork (2) console.
  • Horizontal impulse source (9) at the first group start position is placed between the 2 nd Groundwork (2) console and first group power source choke (10).
  • Horizontal impulse source (9) placed between the 2 nd Groundwork (2) console and first group power source choke (10) and at the start position is operated. With the operation of the first group horizontal impulse source (9) the structure progresses with a length of arm.
  • Another group power source choke is placed at a distance equal to the distance at the start position of the impulse source (9) horizontal to the 2 nd Groundwork (2) console in the new position.
  • the horizontal impulse source (9) at the other group start position is placed between the 2 nd Groundwork (2) console and other group power source choke (10).
  • the structure progresses with a length of arm further. This process is repeated till the structure is placed on the 1 st Groundwork (1) on the carrying way (8).
  • crash console ore (13) equipments are planted in the place where the crash console left empty is placed using various chemicals.
  • Completed crash console (12) is constructed on the crash console ores (13) and the formation of the structure is completed as anti-earthquake building system in its new place.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

L'invention concerne un système de construction antisismique comprenant des premières fondations (1) formant une structure rigide qui transfère les charges fixes de ladite structure rigide et les charges d'une structure mobile vers le sol, des secondes fondations (2) formant ladite structure mobile sur les premières fondations (1), et un mécanisme de mouvement (3) qui fait en sorte que les secondes fondations (2) sont mobiles sur les premières fondations (1).
PCT/TR2013/000161 2012-12-13 2013-05-17 Système de construction antisismique Ceased WO2014092662A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
TR2012/14583 2012-12-13
TR201214583 2012-12-13

Publications (1)

Publication Number Publication Date
WO2014092662A1 true WO2014092662A1 (fr) 2014-06-19

Family

ID=49230834

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/TR2013/000161 Ceased WO2014092662A1 (fr) 2012-12-13 2013-05-17 Système de construction antisismique

Country Status (1)

Country Link
WO (1) WO2014092662A1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320555A (zh) * 2016-10-14 2017-01-11 智性科技南通有限公司 变曲率摩擦摆隔震支座
CN108413928A (zh) * 2015-08-21 2018-08-17 中交天津港湾工程研究院有限公司 一种土体分层沉降量监测系统
CN109881809A (zh) * 2019-03-21 2019-06-14 大连民族大学 一种复合滚动隔震支座
JP2019521267A (ja) * 2015-12-08 2019-07-25 理中 蒋 地震、強風と津波に耐える逆向きほぞの建物構造及び技術プロセス
EP3604678A1 (fr) * 2018-08-03 2020-02-05 Soletanche Freyssinet Palier d'isolation sismique
CN110924551A (zh) * 2019-12-02 2020-03-27 汶川万禹建设工程有限公司 一种介于地面与建筑物之间的摩擦滑动承重座减振结构
CN111779155A (zh) * 2020-08-18 2020-10-16 台州学院 一种装配式建筑用双向隔震支座
CN112030732A (zh) * 2020-08-21 2020-12-04 台州学院 一种桥梁抗拉减隔震支座

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4881350A (en) * 1988-04-25 1989-11-21 Wu Chyuang Jong Anti-earthquake structure insulating the kinetic energy of earthquake from buildings
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
US20090013619A1 (en) * 2007-07-13 2009-01-15 Carlos Marroquin Earthquake resistant house
WO2009094960A1 (fr) * 2008-01-30 2009-08-06 Rolf-Dieter Riesbeck Dispositif pour isoler et compenser des vibrations

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4881350A (en) * 1988-04-25 1989-11-21 Wu Chyuang Jong Anti-earthquake structure insulating the kinetic energy of earthquake from buildings
US20030167707A1 (en) * 2002-03-07 2003-09-11 Chong-Shien Tsai Structure of an anti-shock device
US20090013619A1 (en) * 2007-07-13 2009-01-15 Carlos Marroquin Earthquake resistant house
WO2009094960A1 (fr) * 2008-01-30 2009-08-06 Rolf-Dieter Riesbeck Dispositif pour isoler et compenser des vibrations

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108413928A (zh) * 2015-08-21 2018-08-17 中交天津港湾工程研究院有限公司 一种土体分层沉降量监测系统
CN108413928B (zh) * 2015-08-21 2020-07-28 中交天津港湾工程研究院有限公司 一种土体分层沉降量监测系统
JP2019521267A (ja) * 2015-12-08 2019-07-25 理中 蒋 地震、強風と津波に耐える逆向きほぞの建物構造及び技術プロセス
CN106320555A (zh) * 2016-10-14 2017-01-11 智性科技南通有限公司 变曲率摩擦摆隔震支座
JP2021534361A (ja) * 2018-08-03 2021-12-09 ソレタンシュ フレシネSoletanche Freyssinet 免振支承
EP3604678A1 (fr) * 2018-08-03 2020-02-05 Soletanche Freyssinet Palier d'isolation sismique
WO2020025447A1 (fr) 2018-08-03 2020-02-06 Soletanche Freyssinet Palier d'isolation sismique
JP7467460B2 (ja) 2018-08-03 2024-04-15 ソレタンシュ フレシネ 免振支承
CN109881809A (zh) * 2019-03-21 2019-06-14 大连民族大学 一种复合滚动隔震支座
CN110924551A (zh) * 2019-12-02 2020-03-27 汶川万禹建设工程有限公司 一种介于地面与建筑物之间的摩擦滑动承重座减振结构
CN110924551B (zh) * 2019-12-02 2020-12-29 滁州市华硕建筑工程有限公司 一种介于地面与建筑物之间的摩擦滑动承重座减振结构
CN111779155A (zh) * 2020-08-18 2020-10-16 台州学院 一种装配式建筑用双向隔震支座
CN112030732A (zh) * 2020-08-21 2020-12-04 台州学院 一种桥梁抗拉减隔震支座

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