CN106193086B - A kind of method of construction of earthquake-resistant structure - Google Patents
A kind of method of construction of earthquake-resistant structure Download PDFInfo
- Publication number
- CN106193086B CN106193086B CN201610770538.XA CN201610770538A CN106193086B CN 106193086 B CN106193086 B CN 106193086B CN 201610770538 A CN201610770538 A CN 201610770538A CN 106193086 B CN106193086 B CN 106193086B
- Authority
- CN
- China
- Prior art keywords
- foundation pit
- box pedestal
- architecture noumenon
- foundation
- earthquake
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/35—Foundations formed in frozen ground, e.g. in permafrost soil
-
- 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
- E02D31/08—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 against transmission of vibrations or movements in the foundation soil
-
- 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
Abstract
The invention discloses a kind of novel earthquake-resistant buildings, including architecture noumenon, and the foundation pit of the support architecture noumenon, the foundation pit is recessed in can contain water in ground, architecture noumenon includes totally enclosed box pedestal and is located above inhabitation floor with box pedestal integrally connected, the vertical section of box pedestal is square, the architecture noumenon is selective exposure with bottom of foundation ditch or detaches, it is all laid with elastic waterproof layer between box pedestal and the possibility contact surface of foundation pit, earthquake-resistant structure provided by the invention opens up foundation pit on ground, and use water filling foundation pit that box pedestal is made to detach the impact force to absorb and buffer seismic wave to architecture noumenon with earth's surface, architecture noumenon can reset by impact force to be avoided architecture noumenon from toppling over and be damaged and leads to casualties, anti seismic efficiency is good.And the method for construction simple possible of the novel earthquake-resistant building, the more common ground construction is simple of foundation pit reduce construction cost.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of method of construction of earthquake-resistant structure.
Background technology
It is well known that its harm brought of earthquake is huge, the casualties of earthquake, mainly due to the damage of building
Caused by ruining and collapsing, in order to ensure the firm of building, ground is usually arranged deep and has larger quality, but earthquake occurs
When it is also especially big to the impact force of ground, be easy fracture to occur between ground and construction floor and building collapse causes personnel to hinder
It dies.
Current earthquake-resistant structure is typically to pass through anti-seismic structure（Such as frame, shear-wall strengthening）, antidetonation building materials（Such as carbon fiber
Tie up composite material, polyethylene etc.）, antidetonation connection（Such as rubber, roller bearing）With antidetonation instrument（Such as damping spring）It completes, but
In the direct conductive process of powerful seismic wave, often up to less than good shockproof purpose, current earthquake-resistant structure is difficult
It effectively avoids impaired and collapses, these existing antidetonation modes require relatively high also invisible increasing to ground and construction material in addition
Construction period and construction cost are added.
Invention content
It taking aqueous medium it is an object of the present invention to provide a kind of and carries architecture noumenon to weaken the biography of seismic wave
Lead earthquake-resistant structure to reach damping effect so as to solve the deficiencies in the prior art.
It is a further object to provide a kind of methods of construction of above-mentioned earthquake-resistant structure.
The present invention is achieved through the following technical solutions goal of the invention：
A kind of earthquake-resistant structure, including architecture noumenon, and the foundation pit of the architecture noumenon is supported, the foundation pit is recessed in ground
Water can be contained in face, architecture noumenon includes totally enclosed box pedestal and is located above inhabitation with box pedestal integrally connected
The vertical section of floor, the box pedestal is square, and box base perimeter is 10 ~ 1000m, and depth is 3 ~ 30m, the building
Ontology and bottom of foundation ditch be selective exposure or detach, it is anhydrous in the foundation pit or only a small amount of water when architecture noumenon box base
Seat is contacted with foundation pit, and makes architecture noumenon big because arranging the buoyancy that the water of a large amount of volumes generates after injecting a certain amount of water in foundation pit
When the gravity of architecture noumenon, architecture noumenon floats detached with foundation pit upwards.Building is made to carry architecture noumenon by water as a result,
Ontology is detached with foundation pit completely, the conduction of seismic wave when greatly reducing earthquake, is avoided because ground and architecture noumenon are disconnected
Cave in caused by splitting, even if in addition, float on the architecture noumenon in water by after the impact of seismic wave still can as only back and forth
It is resetted again after swing.
Further, the box pedestal be hollow structure, the surrounding of box pedestal and upper and lower bottom surface by concrete or
Metal material is built up.Thus, it is possible to ensure the rigidity of box pedestal and generate enough buoyancy, hollow box pedestal can also be made
For basement, garage, market or warehouse.
Further, the foundation pit surrounding and bottom are poured into a mould by concrete, are also adhered to above concrete layer flexible anti-
Water layer, the surrounding and bottom surface of box pedestal are also enclosed with elastic waterproof layer, and foundation pit surrounding and bottom all use concrete to pour into a mould
It can be avoided that in foundation pit that mud generates simultaneously with lay a good foundation to clear up convenient for regular rubbish, and adding elastic waterproof layer can buffer
Impact force when architecture noumenon drops to bottom of foundation ditch simultaneously prevents architecture noumenon from meeting box pedestal and foundation pit surrounding when earthquake tilts
Occur to scrape to protect foundation pit and architecture noumenon to extend building service life simultaneously.
Further, the foundation pit is equipped with multiple foundation piles being connected with box pedestal by anchor chain or steel cable drawing, institute
It states and is provided with multiple shelter bridges between box pedestal and ground.Anchor chain can be prevented from drifting about and be swung with fixed building ontology, make people
Life in it is more comfortable, and shelter bridge, which is arranged, keeps the discrepancy of people more convenient.
Further, the partition wall of the architecture noumenon is all made of light-weight brick or honeycomb aluminium.These lightweight materials are used as a result,
Material is further ensured that this physical efficiency of whole building generates enough buoyancy.
Further, foundation pit surrounding many places, which are spaced apart, is equipped with the osculum with valve or gate, one end of osculum
It is connect with water pump, when before big typhoon, to prevent architecture noumenon drift, shake and tilt, can just open valve or gate,
Opening the water that water pump is drained together in foundation pit makes architecture noumenon be down to bottom of foundation ditch.
A kind of method of construction of above-mentioned earthquake-resistant structure, includes the following steps：
（1）Digging the foundation pit on the ground makes it be in reverse frustoconic or rectangular, and the surrounding of foundation pit is poured into a mould with concrete
And bottom surface, re-lay elastic waterproof layer after bottom surface is hard.
（2）By step（1）Build box pedestal on foundation pit bottom surface after processed, the surrounding of box pedestal and it is upper,
Bottom surface builds up hollow structure by concrete or metal material, then wraps up one layer in the surrounding and bottom surface of box pedestal again
Elastic waterproof layer, box pedestal is split structure with the foundation pit bottom surface, when foundation pit water filling rear chamber type pedestal and foundation pit pedestal
Separation；
（3）Each floor and auxiliary facility are built using light material on the box pedestal.
Further, the step（1）The surrounding of middle foundation pit opens up multiple osculums with drain valve, and the surrounding of foundation pit is set
There are multiple foundation piles；The step（2）In box pedestal side setting it is multiple with the matched roller bearing of the foundation pile, on roller bearing around
It is steel cable of the foundation pile to 6-10 times of roller bearing distance to have length；The step（3）Middle architecture noumenon bottom is integrated with box pedestal
Formula structure.
Further, the elastic waterproof layer use PU expanded materials or EPDM elastic rubbers, the elastic waterproof layer with
The foundation pit bottom surface is detachably connected.
Earthquake-resistant structure provided by the invention has the following advantages：
, have the function of directly conducting to seismic wave longitudinal wave and shear wave due to solid, thus open up foundation pit on ground, and adopt
So that box pedestal is detached with earth's surface with water filling foundation pit and building is avoided originally to the impact force of architecture noumenon to absorb and buffer seismic wave
Body is toppled over and is damaged, and anti seismic efficiency is good.
, box pedestal be hermetically sealed hollow structure, box base perimeter is 10 ~ 1000m, and depth is 3 ~ 30m, surrounding and
Upper and lower bottom surface is built up by concrete and steel plate, while ensure that the rigidity of box pedestal and enough buoyancy, architecture noumenon are
Make also be resetted by impact force and avoids casualties.
, build earthquake-resistant structure when, foundation pit more commonly capital construction make it is simple for process, and architecture noumenon without many places using reinforcement
Robust structure, shortens the entire duration, and method of construction simple possible reduces the construction cost of entire earthquake-resistant structure.
, architecture noumenon and auxiliary facility pipeline and connection can all be moved with SEA LEVEL VARIATION, flexible and convenient, controllability
By force.
Description of the drawings
Fig. 1 is the structural schematic diagram of one embodiment of the present invention；
Wherein：Wherein：1-architecture noumenon, 2-foundation pits, 3-ground, 4-box pedestals, 5-elastic waterproof layers, 6-steel
Rope, 7-foundation piles, 8-shelter bridges, 9-osculums, 10-roller bearings, 11-inhabitation floors.
Specific implementation mode
Embodiments of the present invention are described in further detail below in conjunction with the accompanying drawings.
A kind of earthquake-resistant structure, including architecture noumenon 1, and the foundation pit 2 of the architecture noumenon 1 is supported, foundation pit 2 is recessed in ground
Water can be contained in face 3, architecture noumenon 1 includes totally enclosed box pedestal 4 and is located above and 4 integrally connected of box pedestal
The vertical section of inhabitation floor 11, box pedestal 4 is square, box pedestal 4 weeks a length of 100m, depth 10m, architecture noumenon 1
Be selective exposure or to detach with 2 bottom of foundation pit, it is anhydrous in foundation pit 2 or only a small amount of water when architecture noumenon 1 connect with box pedestal 4
It touches, and is more than the buoyancy of water generation of the architecture noumenon 1 because arranging a large amount of volumes after injecting a certain amount of water in box pedestal 4 and builds
When building the gravity of ontology 1, architecture noumenon 1 floats detached with foundation pit 2 upwards.
Wherein, box pedestal is hollow structure, and the surrounding of box pedestal and upper and lower bottom surface are built by concrete and steel plate
At inhabitation floor uses light-weight brick, can also use honeycomb aluminium with the buoyancy for ensureing whole building ontology and box pedestal
Rigidity.
In addition, 2 surrounding of foundation pit and bottom are poured into a mould by concrete, elastic waterproof layer 5, case are also attached with above concrete layer
The surrounding and bottom surface of formula pedestal 4 are also enclosed with elastic waterproof layer 5, to reduce impact when box pedestal 4 is down to 2 bottom surface of foundation pit
Power extends the service life of building.
For fixed building ontology 1, foundation pit 2 is equipped with multiple foundation piles 7 being connected with box pedestal 4 by the drawing of steel cable 6,
Anchor chain can also be used to pull；Simultaneously in order to facilitate people’s lives, multiple shelter bridges are provided between box pedestal 4 and ground 3
8,8 length of shelter bridge is scalable and one end is hinged with 4 upper surface of box pedestal, and the other end is connect with the fixedly pier on ground 3.
In addition, big typhoon makes building sheet to destroy the water that architecture noumenon 1 needs to drain in time in foundation pit 2 when attacking in order to prevent
Body 1 is down to 2 bottom of foundation pit, and 2 surrounding many places of foundation pit, which are spaced apart, is equipped with the osculum 9 with valve, and the water pump being connect with osculum 9 can
The draft of architecture noumenon 1 is adjusted to be pumped into or take away the water in foundation pit 2 as needed.
The method of construction of above-mentioned earthquake-resistant structure, includes the following steps：
（1）Foundation pit 2 is dug on ground 3 makes it be in bowl-type, and surrounding and the bottom surface of foundation pit 2 are poured into a mould with concrete, waits for bottom surface
Elastic waterproof layer 5 is re-layed after hard, wherein the surrounding of foundation pit 2 opens up multiple osculums 9 with drain valve, the surrounding of foundation pit 2
Equipped with multiple foundation piles 7.
（2）By step（1）Build box pedestal 4 on 2 bottom surface of foundation pit after processed, the surrounding of box pedestal 4 and
Hollow structure is built up in upper and lower bottom surface by concrete and steel plate, then wraps up one layer in the surrounding and bottom surface of box pedestal 4 again
Elastic waterproof layer 5, box pedestal 4 and 2 bottom surface of foundation pit are split structure, and the side setting of box pedestal 4 is multiple with 7 phase of foundation pile
The roller bearing 10 of cooperation, be wound on roller bearing 10 length be foundation pile 7 to 6 times of 10 air line distance of roller bearing steel cable 6.
（3）Each floor and auxiliary facility, 1 bottom of architecture noumenon and case are built using light material on box pedestal 4
Formula pedestal 4 is an integral structure using coagulation cast.
Wherein, the elastic waterproof layer 5 of foundation pit 2 and box pedestal 4 is all made of PU expanded materials, can also use EPDM elasticity
Rubber, elastic waterproof layer 5 are to be detachably connected with foundation pit 2 and box pedestal 4, and it is anti-that elasticity can be replaced after long-time use
Water layer 5.
Above-described is only some embodiments of the present invention.For those of ordinary skill in the art, not
Under the premise of being detached from the invention design, various modifications and improvements can be made, these belong to the protection model of the present invention
It encloses.
Claims (4)
1. a kind of method of construction of earthquake-resistant structure, which is characterized in that the earthquake-resistant structure includes architecture noumenon, and described in support
The foundation pit of architecture noumenon, the foundation pit is recessed in that can contain water in ground, and the architecture noumenon includes totally enclosed box pedestal
And it is located above the inhabitation floor with box pedestal integrally connected, the vertical section of the box pedestal is square, box base
Seat 10 ~ 1000m of Zhou Changwei, depth are 3 ~ 30m, and the architecture noumenon is selective exposure with bottom of foundation ditch or detaches, institute
State it is anhydrous in foundation pit or only a small amount of water when architecture noumenon contacted with foundation pit, and make building sheet after a certain amount of water of injection in the foundation pit
When body is more than the gravity of architecture noumenon because arranging the buoyancy that the water of a large amount of volumes generates, architecture noumenon floats and foundation pit point upwards
From；
Specifically include following steps：
（1）Digging the foundation pit on the ground makes it be in reverse frustoconic or rectangular, and surrounding and the bottom surface of foundation pit are poured into a mould with concrete,
Elastic waterproof layer is re-layed after bottom surface is hard；
（2）By step（1）It is horizontal on foundation pit bottom surface after processed to build box pedestal, the surrounding of box pedestal and it is upper,
Bottom surface builds up hollow structure by concrete and steel plate, then wraps up one layer in the surrounding and bottom surface of box pedestal again
Elastic waterproof layer, box pedestal are split structure with the foundation pit, when foundation pit water filling rear chamber type pedestal and the foundation pit bottom of lake shape
Seat separation;
（3）Inhabitation floor and auxiliary facility are built using light material on the box pedestal；
Wherein, the step（1）The surrounding of middle foundation pit opens up multiple osculums with valve or gate, one end of osculum with
Water pump connects, and foundation pit is surrounded by multiple foundation piles；
The step（2）In box pedestal side setting it is multiple with the matched roller bearing of the foundation pile, be wound with length on roller bearing
For
Foundation pile to 6-10 times of roller bearing distance steel cable；
The step（3）Middle inhabitation floor bottom is an integral structure with box pedestal.
2. according to the method for construction of the earthquake-resistant structure described in claim 1, it is characterised in that：The foundation pit is equipped with multiple pass through
Anchor
Chain or steel cable pull the foundation pile being connected with box pedestal；
It is provided with multiple shelter bridges between the box pedestal and ground.
3. according to the method for construction of the earthquake-resistant structure described in claim 1, it is characterised in that：The residential building of the architecture noumenon
Layer
Partition wall be all made of light-weight brick or honeycomb aluminium.
4. according to the method for construction of the earthquake-resistant structure described in claim 1, it is characterised in that：The elastic waterproof layer uses PU
Expanded material or EPDM elastic rubbers, the elastic waterproof layer are detachable with the foundation pit bottom surface and box pedestal
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610770538.XA CN106193086B (en) | 2016-08-31 | 2016-08-31 | A kind of method of construction of earthquake-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610770538.XA CN106193086B (en) | 2016-08-31 | 2016-08-31 | A kind of method of construction of earthquake-resistant structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193086A CN106193086A (en) | 2016-12-07 |
| CN106193086B true CN106193086B (en) | 2018-10-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610770538.XA Expired - Fee Related CN106193086B (en) | 2016-08-31 | 2016-08-31 | A kind of method of construction of earthquake-resistant structure |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653390A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | A kind of assembled architecture and its anti-shock methods with function of seismic resistance |
| CN111155638B (en) * | 2020-02-17 | 2021-03-30 | 上海徐汇规划建筑设计有限公司 | Shock absorption and isolation structure of earthquake-resistant building |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09151623A (en) * | 1995-11-30 | 1997-06-10 | Enomoto Kogyo Kk | Earthquake resistant structure for building |
| KR20070028791A (en) * | 2005-09-07 | 2007-03-13 | 권정효 | Removable, earthquake-resistant, residential water structures that change direction according to the season |
| CN102296641A (en) * | 2011-06-02 | 2011-12-28 | 杨贻方 | Anti-seismic building structure |
| CN204590738U (en) * | 2015-01-13 | 2015-08-26 | 吴江麦道纺织有限公司 | A kind of flood control earthquake-resistant building structure |
-
2016
- 2016-08-31 CN CN201610770538.XA patent/CN106193086B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09151623A (en) * | 1995-11-30 | 1997-06-10 | Enomoto Kogyo Kk | Earthquake resistant structure for building |
| KR20070028791A (en) * | 2005-09-07 | 2007-03-13 | 권정효 | Removable, earthquake-resistant, residential water structures that change direction according to the season |
| CN102296641A (en) * | 2011-06-02 | 2011-12-28 | 杨贻方 | Anti-seismic building structure |
| CN204590738U (en) * | 2015-01-13 | 2015-08-26 | 吴江麦道纺织有限公司 | A kind of flood control earthquake-resistant building structure |
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| Publication number | Publication date |
|---|---|
| CN106193086A (en) | 2016-12-07 |
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