CN1074806C - Large type anti-earthquake building, and the design method - Google Patents

Large type anti-earthquake building, and the design method

Info

Publication number
CN1074806C
CN1074806C CN 96120546 CN96120546A CN1074806C CN 1074806 C CN1074806 C CN 1074806C CN 96120546 CN96120546 CN 96120546 CN 96120546 A CN96120546 A CN 96120546A CN 1074806 C CN1074806 C CN 1074806C
Authority
CN
China
Prior art keywords
building
superstructure
basis
ground
face
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.)
Expired - Fee Related
Application number
CN 96120546
Other languages
Chinese (zh)
Other versions
CN1184875A (en
Inventor
杨彦农
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
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 96120546 priority Critical patent/CN1074806C/en
Publication of CN1184875A publication Critical patent/CN1184875A/en
Application granted granted Critical
Publication of CN1074806C publication Critical patent/CN1074806C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The present invention discloses a large earthquake-proof building and a design method thereof. The building comprises a ground building, an isolating layer and a foundation, wherein the ground building is separated from the foundation. The foundation has a top surface, the ground building has a bottom surface, and both the top surface and the bottom surface are planes. The isolating layer is arranged between the bottom surface of the ground building and the top surface of the foundation; the isolating layer is a layer of sand. In the shape of the ground building, the length and the width of the ground building is basically equal, and the height of the ground building is less than or equal to the length or the width of the ground building. The present invention is capable of utilizing resources more reasonably and has better environmental benefit, and the utilization rate of the ground is increased. The large earthquake-proof building not only has an optimal structure for resisting external stress, but also has good stability; the damage of earthquakes to the building is reduced.

Description

A kind of large type anti-earthquake building
The present invention relates to live, the building of purpose such as office.
Now Chinese and foreign every country be used to live, the building of purpose such as office, big to consumed resources such as soil, constructional materials, the energy, funds, and prevent and resist serious natural calamity such as earthquake, flood, typhoon and prevention and administer social environment problem ability such as pollution, traffic jam.The basic reason that causes this consequence is the method for designing of these buildings, and according to the requirement of this method for designing, the main usage space of building is all wanted to adopt natural light.According to the building of this requirement design, its length and wide size just must be limited in the very little scope, in order to increase building area, the development that can only hoist is so occurred " skyscraper, but excessive height; be unfavorable for antidetonation; for satisfying shockproof requirements, needing increases steel, and constructional materialss such as cement; building cost is raise significantly; the height of building is near the limit, and this building is exactly the traditional architecture thing can be described as little depth building.The environmental benefit of the demand for development building of society is better, and reasonable sharp resource.In order to reach this requirement, the principle of the daylighting first in the method for designing that just must discard tradition has been broken away from this restriction, can obtain the better synthesis social effect.
The objective of the invention is: a kind of large type anti-earthquake building is provided, and it is the reasonable use resource more, and environmental benefit is better, improve the ground utilization rate, make building both have the optimum structure of resisting external stress, can have good stability again, reduce the destruction of earthquake building.
The object of the present invention is achieved like this:
A kind of large type anti-earthquake building, it comprises: superstructure, separation layer, basis, superstructure separates with the basis, the basis is provided with end face, superstructure is provided with the bottom surface, and end face and bottom surface are the plane, is separation layer between the bottom surface of superstructure and basic end face, it can be one deck sand, and separation layer is separated superstructure and basis; The profile of superstructure is that length and width are equal substantially, and higher primary school is in equaling long or wide; It is huge, yards up, handles official business, commerce, amusement, comprehensive facility is in one, and it is characterized in that: described basic end face is greater than superstructure, and its edge is provided with the edge of projection, and this basis end face is shallow pool shape and runs off to prevent layer of sand.
The present invention has the following advantages and effect: it can solve the problem that traditional existing little depth building is difficult to solve: it huge, like many existing buildings have been bolted together, thereby saving many repetition bodies of wall takes up an area of, vacant lot between the little depth building is the occupation of land of facilities such as road of their services, because its layer top is huge, can be used for sports ground, garden etc., and these occupations of land are the requisite occupations of land in city, so can think that building does not account for unnecessary ground.This building can be saved down the body of wall that is used for little depth building in a large number, and road and outdoor pipeline, distribution line and constructional materials can be saved the energy that is used for heating and air-conditioning in a large number.Because the structural strength height of this building, for prevention with resist typhoon, the ability of serious natural calamity such as flood is strong, because its structural strength height, adds separating of superstructure and basis, prevents and resist earthquake, the ability height of disasters such as ground fissure.Concentrate owing to pollute, be convenient to they are handled; And the utilization again of handling some refuse of back.Activities such as people's inhabitation, office, shopping, amusement concentrate on relatively little space, have significantly reduced the required amount for the vehicles, thereby the transport solution blockage problem.All these add to come in, and just the construction cost of the unit's of making building area reduces significantly with the expense of keeping its normal operation.
Fig. 1 is a schematic diagram of the present invention.
Describe the present invention in detail below in conjunction with drawings and Examples.
Accompanying drawing is the schematic diagram of this building, and it comprises: superstructure 1, separation layer 2, basis 3, and its design and construction method can be similar to traditional architecture, and the treatment principle on basis is also similar substantially to conventional method; But superstructure separates with the basis, and the basis is provided with end face, and superstructure is provided with the bottom surface, and end face and bottom surface are the plane, is separation layer between the bottom surface of superstructure and basic end face, and it can be one deck sand, and separation layer is separated superstructure and basis; The profile of superstructure equates substantially with wide that for long higher primary school is in equaling long or wide; It is huge, yard up, handle official business, commerce, amusement, comprehensive facility is in one, can be pollution-free, the existing discrete building of not having harm is contained in one or several building, enlarge its length three-dimensional dimension simultaneously, building area can be tens thousand of to several hundred million square metres, and the usage space power lighting of natural light can not be adopted in inside.The section of described superstructure is preferably regular polygon to circular cylinder, has the whole top and the end.Described basic end face can be greater than superstructure, and its edge is provided with the edge of projection, is shallow pool shape, runs off to prevent layer of sand.
Because the profile of superstructure equates substantially with wide that for long higher primary school is in equaling long or wide, the good stability of building on the old place can make superstructure separate with the basis, and this separation is particularly conducive to the shock resistance of building.For the earthquake stress of horizontal direction, it works to regulate the friction between superstructure and basis; When stress does not have destruction to building on the ground, can move with the basis; When stress reaches when on the ground building has destruction, should allow superstructure not with foundation motion, thereby reduce the destruction of shake, answer for vertical, it should make superstructure can break away from the basis, thereby eliminates under the effect of rising stress, the basis is pushed into peak to superstructure, oneself begin to descend, and superstructure continues to rise under effect of inertia, the effect of tensile stress can not appear between.And this effect is the main destructive power that causes superstructure impaired, because the compressive strength of any material all substantially exceeds hot strength.

Claims (1)

1. large type anti-earthquake building, it comprises: superstructure, separation layer, basis, superstructure separates with the basis, the basis is provided with end face, superstructure is provided with the bottom surface, and end face and bottom surface are the plane, is separation layer between the bottom surface of superstructure and basic end face, it can be one deck sand, and separation layer is separated superstructure and basis; The profile of superstructure equates substantially with wide that for long higher primary school is in equaling long or wide; It is huge, yards up, handles official business, commerce, amusement, comprehensive facility is in one, and it is characterized in that: described basic end face is greater than superstructure, and its edge is provided with the edge of projection, and this basis end face is shallow pool shape and runs off to prevent layer of sand.
CN 96120546 1996-12-13 1996-12-13 Large type anti-earthquake building, and the design method Expired - Fee Related CN1074806C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 96120546 CN1074806C (en) 1996-12-13 1996-12-13 Large type anti-earthquake building, and the design method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 96120546 CN1074806C (en) 1996-12-13 1996-12-13 Large type anti-earthquake building, and the design method

Publications (2)

Publication Number Publication Date
CN1184875A CN1184875A (en) 1998-06-17
CN1074806C true CN1074806C (en) 2001-11-14

Family

ID=5126407

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 96120546 Expired - Fee Related CN1074806C (en) 1996-12-13 1996-12-13 Large type anti-earthquake building, and the design method

Country Status (1)

Country Link
CN (1) CN1074806C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182202A (en) * 2011-03-23 2011-09-14 平湖市科学技术局 Closed constraint sand cushion shock isolation/absorption foundation of rural residential building and construction method thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101845910A (en) * 2010-05-21 2010-09-29 重庆大学 Bitumen sand cushion energy-dissipating and shock-absorbing building
CN102261083A (en) * 2011-04-27 2011-11-30 彭耀辉 Method for building special buildings such as earthquake sheltering kindergartens and apartments for aged and earthquake shelters
CN104295143B (en) * 2013-10-09 2017-10-03 蒋理中 Solution shake building structure and its method of construction
CN106368236B (en) * 2016-10-14 2021-01-19 国网山西省电力公司晋城供电公司 Device and method for self-adaptively adjusting foundation of goaf

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182202A (en) * 2011-03-23 2011-09-14 平湖市科学技术局 Closed constraint sand cushion shock isolation/absorption foundation of rural residential building and construction method thereof

Also Published As

Publication number Publication date
CN1184875A (en) 1998-06-17

Similar Documents

Publication Publication Date Title
CN202644774U (en) Replaceable steel coupling beam
CN206487005U (en) A kind of earthquake-resistant structure
CN1074806C (en) Large type anti-earthquake building, and the design method
CN203700948U (en) Section high pier bridge seismic isolation and reduction structure with double-layer pull cable supports
CN204667799U (en) Keep away high wind lamp post billboard
CN212671849U (en) Emergency danger-avoiding house device for tunnel face collapse
CN206090913U (en) Building quenching and tempering attenuator
CN2325424Y (en) Equipment for anti-earthquake for building
CN207892356U (en) A kind of civic building construction protective fence
CN208981912U (en) A kind of enclosing for architectural engineering
CN202990534U (en) Three-tower-connected chimney
CN211229723U (en) Anti-seismic support for constructional engineering
CN210621777U (en) Box-type substation earthquake-resistant structure
CN2587933Y (en) Reinforced cement composite pile
CN210710341U (en) Hoisting frame for curtain wall glass construction
CN207004184U (en) A kind of building site enclosure wall
CN208329667U (en) A kind of horizontal hard protection system of integrated form floor edge
CN208151959U (en) A kind of plug-in type anti-flood wall
CN206957349U (en) Encorbelment protection advertisement enclosure wall
CN206942318U (en) A kind of dust suppression and wind proofing wall for building
CN214498554U (en) Assembled concrete restraint power consumption wallboard and wall post integrated configuration system
CN211171591U (en) High-strength anti-seismic support
CN2225506Y (en) Wind pressure releasing device for high and super high building
CN201347625Y (en) Shock absorption building
CN216515703U (en) Basic cushion cap for building engineering

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee