US20060248815A1 - Seismological engineering - Google Patents
Seismological engineering Download PDFInfo
- Publication number
- US20060248815A1 US20060248815A1 US11/124,584 US12458405A US2006248815A1 US 20060248815 A1 US20060248815 A1 US 20060248815A1 US 12458405 A US12458405 A US 12458405A US 2006248815 A1 US2006248815 A1 US 2006248815A1
- Authority
- US
- United States
- Prior art keywords
- earthquake
- building
- earth
- alignment
- platform
- 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.)
- Abandoned
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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
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
Definitions
- the present invention is generally directed to developing for the anti-earthquake construction method and engineering.
- This invention relates to the seismological engineering to prevent building from being destroyed by earthquake and subsequent to being available for low cost construction method.
- the present invention is generally directed to develop for a construction method to be free from any destruction imposed by the shock on the building against earthquake according to the application for the architectural rationale which the building should not be fixed on the ground by the reason that the space under the common inertia can not be allowed to intercept for pushing up force by earthquake.
- the building should be constructed on the platform to move in alignment with the movement of the earthquake without any piles driven into the earth,just like the fact that a ten stories of cabin building on board where the bottom of the ship is exposed to lateral and vertical and mixed vibration caused by wave is allowed to stand sound due to no adherence to water.
- the construction method based on the theory proves effective for the building even in case where the foundation of the earth become fluid by earthquake.
- FIG. 1 The cross sectional side view of a bridge girder applying for the construction method of this invention as an example of the invention.
- FIG. 2 The cross sectional side view of a platform of the building on the ground as an example of this invention.
- FIG. 3 The portion of the cross sectional side view of the construction method to be assembled on the operation spot of this invention applied to the building as an example of this invention.
- the present invention is related to the construction method for the building as well as the bridge girder, of which foundation 6 is placed on the platform 6 which is not fixed with piles driven into earth 7 to be capable of moving in alignment with the movement of earthquake, thus allowing to stand for the building in sound condition as if the bottom of the ship is exposed to lateral and vertical, furthermore mixed vibration by wave where adherence between two phases is absent.
- the deck 4 of the bridge girder which is supported with props 5 founded on the platform 6 is equipped with a collar 3 designed to absorb vibration push up by earthquake in a hole 1 made on the rear by means of spreading in situ angle of oblique plate in contact with the top of prop 2 to wider angle is guarded against destruction.
- the theory of the present invention is also applicable to mass production method for constructing buildings of which building materials such as platforms 6 , walls 15 , floors 10 respectively equipped with folks 11 and staffs 13 to be combined with holes 1 and caves 14 processed therein for assembling on the spot operation so that manufacturing and transporting building materials may well become easy by the method of dividing into adequate unit of blocks 16 for building operation.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention is directed to develop for the construction method for strong resistance to the earthquake according to new architecture rationale which all construction for building should be founded on the platform to be moved in alignment with the movement of the earthquake eliminating any piles to drive into the earth to adhere and building materials to combine each other firmly, thus enabling to construct the buildings in lower costs and keep in sound condition from an architectural point of view.
Description
- The present invention is generally directed to developing for the anti-earthquake construction method and engineering.
- 1. Field of the Invention
- This invention relates to the seismological engineering to prevent building from being destroyed by earthquake and subsequent to being available for low cost construction method.
- 2. Description of the Prior Art
- The conventional construction engineering against earthquake has depended on the method that provide adequate foundation of the building to support for it firmly on the ground and so drive piles in depth and combine structures each other solidly.
- The present invention is generally directed to develop for a construction method to be free from any destruction imposed by the shock on the building against earthquake according to the application for the architectural rationale which the building should not be fixed on the ground by the reason that the space under the common inertia can not be allowed to intercept for pushing up force by earthquake. Thus, the building should be constructed on the platform to move in alignment with the movement of the earthquake without any piles driven into the earth,just like the fact that a ten stories of cabin building on board where the bottom of the ship is exposed to lateral and vertical and mixed vibration caused by wave is allowed to stand sound due to no adherence to water. The construction method based on the theory proves effective for the building even in case where the foundation of the earth become fluid by earthquake. Prevailing further the theory that any building should not be driven with piles into the earth in construction, it enables to produce buildings by mass production in plants at lower costs and shorter construction terms in more safety mechanism. In addition, this theory is applicable to the construction for the bridge girder more stably.
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FIG. 1 : The cross sectional side view of a bridge girder applying for the construction method of this invention as an example of the invention. -
FIG. 2 : The cross sectional side view of a platform of the building on the ground as an example of this invention. -
FIG. 3 : The portion of the cross sectional side view of the construction method to be assembled on the operation spot of this invention applied to the building as an example of this invention. - As shown
FIG. 1 andFIG. 2 , the present invention is related to the construction method for the building as well as the bridge girder, of whichfoundation 6 is placed on theplatform 6 which is not fixed with piles driven intoearth 7 to be capable of moving in alignment with the movement of earthquake, thus allowing to stand for the building in sound condition as if the bottom of the ship is exposed to lateral and vertical, furthermore mixed vibration by wave where adherence between two phases is absent. - The
deck 4 of the bridge girder which is supported withprops 5 founded on theplatform 6 is equipped with acollar 3 designed to absorb vibration push up by earthquake in ahole 1 made on the rear by means of spreading in situ angle of oblique plate in contact with the top ofprop 2 to wider angle is guarded against destruction. - The theory of the present invention is also applicable to mass production method for constructing buildings of which building materials such as
platforms 6, walls 15, floors 10 respectively equipped withfolks 11 and staffs 13 to be combined withholes 1 and caves 14 processed therein for assembling on the spot operation so that manufacturing and transporting building materials may well become easy by the method of dividing into adequate unit ofblocks 16 for building operation.
Claims (3)
1. Buildings as well as bridge girders should be constructed on the platform placed on the earth without any piles or bars driven into the earth so that they may move in alignment with the movement by earthquake.
2. According to the above set forth claim 1 , a bridge girder which is founded on the platform to allow to move in alignment with the horizontal vibration by earthquake is designed to adopt a collar to deform itself absorbing vertical vibration by earthquake between on the top of the prop and the rear of the deck where a hole is made for acommodating the space required for either movement or deformation.
3. According to the above set forth claim 1 , it is not necessary for the building to fix props and bars each other, thus enabling to construct housings and buildings consisting of platforms, walls and floors respectively equipped with holes and caves and staffs in their portions of building materials for assembling on the operation spot and to conform to mass production in plant for prefabricate in lower cost and shorter construction term.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/124,584 US20060248815A1 (en) | 2005-05-09 | 2005-05-09 | Seismological engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/124,584 US20060248815A1 (en) | 2005-05-09 | 2005-05-09 | Seismological engineering |
Publications (1)
Publication Number | Publication Date |
---|---|
US20060248815A1 true US20060248815A1 (en) | 2006-11-09 |
Family
ID=37392830
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/124,584 Abandoned US20060248815A1 (en) | 2005-05-09 | 2005-05-09 | Seismological engineering |
Country Status (1)
Country | Link |
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US (1) | US20060248815A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10922742B2 (en) * | 2015-03-27 | 2021-02-16 | Verizon Patent And Licensing Inc. | Locating products using tag devices |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2062983A (en) * | 1930-08-28 | 1936-12-01 | Baticle Louis Urbain E Antonin | Suspension bridge |
US2579605A (en) * | 1947-01-27 | 1951-12-25 | Odot Charles Alexis Mar Eugene | Building of nonpermanent bridges chiefly for military purposes by means of amphibianseaplanes |
US2825077A (en) * | 1954-03-19 | 1958-03-04 | Fur Unternehmungen Der Eisen U | Coupling for floating bridge girders |
US4328648A (en) * | 1980-03-21 | 1982-05-11 | Kalpins Alexandrs K | Support system |
US4662142A (en) * | 1983-10-24 | 1987-05-05 | David Weiner | Mounting device and method for making a dynamically stiff joint |
US5689919A (en) * | 1995-09-21 | 1997-11-25 | Kajima Corporation | Base isolated building of wind resisting type |
US5979127A (en) * | 1996-10-04 | 1999-11-09 | Yoneda; Ryozo | Earthquake-proof object support device |
US6321492B1 (en) * | 1997-08-08 | 2001-11-27 | Robinson Seismic Limited | Energy absorber |
-
2005
- 2005-05-09 US US11/124,584 patent/US20060248815A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2062983A (en) * | 1930-08-28 | 1936-12-01 | Baticle Louis Urbain E Antonin | Suspension bridge |
US2579605A (en) * | 1947-01-27 | 1951-12-25 | Odot Charles Alexis Mar Eugene | Building of nonpermanent bridges chiefly for military purposes by means of amphibianseaplanes |
US2825077A (en) * | 1954-03-19 | 1958-03-04 | Fur Unternehmungen Der Eisen U | Coupling for floating bridge girders |
US4328648A (en) * | 1980-03-21 | 1982-05-11 | Kalpins Alexandrs K | Support system |
US4662142A (en) * | 1983-10-24 | 1987-05-05 | David Weiner | Mounting device and method for making a dynamically stiff joint |
US5689919A (en) * | 1995-09-21 | 1997-11-25 | Kajima Corporation | Base isolated building of wind resisting type |
US5979127A (en) * | 1996-10-04 | 1999-11-09 | Yoneda; Ryozo | Earthquake-proof object support device |
US6321492B1 (en) * | 1997-08-08 | 2001-11-27 | Robinson Seismic Limited | Energy absorber |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10922742B2 (en) * | 2015-03-27 | 2021-02-16 | Verizon Patent And Licensing Inc. | Locating products using tag devices |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |