CN107143051A - A kind of anti-seismic building structure - Google Patents
A kind of anti-seismic building structure Download PDFInfo
- Publication number
- CN107143051A CN107143051A CN201710361611.2A CN201710361611A CN107143051A CN 107143051 A CN107143051 A CN 107143051A CN 201710361611 A CN201710361611 A CN 201710361611A CN 107143051 A CN107143051 A CN 107143051A
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- CN
- China
- Prior art keywords
- reinforcing bar
- font
- building structure
- chamber
- ground
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Classifications
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
Abstract
The invention discloses a kind of anti-seismic building structure, including ground and main house body, provided with longitudinal damping chamber inside the ground, longitudinal damping bottom of chamber portion is provided with horizontal shock-absorbing chamber, " Z " font reinforcing bar is transversely provided between longitudinal damping chamber and horizontal shock-absorbing chamber, longitudinal direction is to provided with " S " font reinforcing bar between longitudinal damping chamber and horizontal shock-absorbing chamber, " Z " the font reinforcing bar may be contained within inside ground with " S " font reinforcing bar, the present invention is set to enclosed construction by longitudinal damping chamber and inside is set to enclosed construction by the filling of fine sand grain and horizontal shock-absorbing chamber and inside is filled by fluent material, loose bottom easily absorbs seismic wave with fluid, fine sand grain can absorb seismic wave with fluid when an earthquake occurs, be conducive to abundant damping, by the equal integrated molding of reinforcing bar and pass through hot bending process shape knuckle in 90 °, be conducive to abundant damping antidetonation, bar-mat reinforcement is formed by reinforcing bar junction to be conducive to improving anti seismic efficiency.
Description
Technical field
The invention belongs to earthquake-resistant structure technical field, more particularly to a kind of anti-seismic building structure.
Background technology
Since the dawn of human civilization, the life of people is just struggled with natural calamity, earthquake, tsunami, volcano eruption, flood etc.,
Natural calamity is that people have to rehabilitate one's homeland after the saboteur of mankind's good life, disaster, is endured to the fullest extent in spirit and material
Decoct, wherein, the direct disaster caused by earthquake has：The destruction of building and structures, such as house collapse, bridge break, water
Dam cracking, rail deformation etc.；Ground failure, such as ground fractures, collapse, sand boil etc.；The destruction of the natural objects such as massif,
Such as landslide, landslide；Huge wave rushes to seashore caused by tsunami, submarine earthquake, causes the destruction of coastal area；In addition,
In some violent earthquakes, also light burn people and animals phenomenon；After the direct disaster of earthquake occurs, secondary disaster can be caused.Have
When, injures and deaths and loss caused by secondary disaster are also bigger than direct disaster.
In the rate sequence of regional quake-proof system, the shock resistance of building and infrastructure is Seismic Resistance And Disaster Reduction
The first line of defence.Collapse and the destruction of building construction are the main roots for causing earthquake disaster, as Colorade USA
One expert of university once said, " cause injures and deaths is building, rather than earthquake ".Therefore, improve the anti-of building
Shake ability, particularly improves the antiseismic collapse capacity of building, is to strengthen the most important composition of earthquake territory Seismic Resistance And Disaster Reduction ability
Part.The Wenchuan earthquake that China on May 12 Sichuan in 2008 occurs belongs to especially big rarely occurred earthquake, and a large amount of house collapses are caused not
Repairable personal property destruction.
Existing earthquake-resistant structure construction, is non-integral, four sides load-bearing form plate knot using ground architectural construction
Structure and no shock-damping structure, when these traditional building structure are by earthquake effect, often influence because of the fluctuation on ground
Involving and extruding to whole building structure, therefore, it is the field urgent problem to develop a kind of anti-seismic building structure.
The content of the invention
The purpose of the present invention is that provides a kind of anti-seismic building structure to solve the above problems.
The present invention is achieved through the following technical solutions above-mentioned purpose：A kind of anti-seismic building structure, including ground and room
Provided with longitudinal damping chamber inside house owner's body, the ground, longitudinal damping bottom of chamber portion is provided with horizontal shock-absorbing chamber, and the longitudinal direction subtracts
Shake chamber and horizontal shock-absorbing chamber between be transversely provided with " Z " font reinforcing bar, between longitudinal the damping chamber and horizontal shock-absorbing chamber longitudinal direction to
Provided with " S " font reinforcing bar, " Z " the font reinforcing bar may be contained within inside ground with " S " font reinforcing bar, " Z " the font reinforcing bar
Several are uniformly provided with " S " font reinforcing bar and junction is welded to connect, and main house body, the house are provided with the top of the ground
Body interior is provided with inhabitation body, and the main house body inner transverse is provided with laterally back-shaped reinforcing bar, the main house body inner transverse
Provided with back-shaped reinforcing bar longitudinal direction provided with the back-shaped reinforcing bar in longitudinal direction, the back-shaped reinforcing bar of transverse direction surround with the back-shaped reinforcing bar in longitudinal direction and is arranged at residence
Firmly outside body, the back-shaped reinforcing bar of transverse direction is uniformly provided with several with the back-shaped reinforcing bar in longitudinal direction and junction is welded to connect.
It is preferred that, the ground and main house body are molded by cement or concrete placing.
It is preferred that, longitudinal damping chamber is set to enclosed construction and internal by fine sand grain filling.
It is preferred that, the horizontal shock-absorbing chamber is set to enclosed construction and inside is filled by fluent material.
It is preferred that, the fluent material is set to water.
It is preferred that, " Z " the font reinforcing bar and the homogeneous body chemical conversion type of " S " font reinforcing bar and in 90 ° by hot bending process shape
Knuckle.
It is preferred that, " Z " the font reinforcing bar forms bar-mat reinforcement with several junctions of " S " font reinforcing bar.
It is preferred that, " Z " the font reinforcing bar is connected reinforcing bar by first with laterally back-shaped reinforcing bar and is fixedly connected.
It is preferred that, " S " the font reinforcing bar is connected reinforcing bar by second with the back-shaped reinforcing bar in longitudinal direction and is fixedly connected.
It is preferred that, the first connection reinforcing bar is connected reinforcing bar with second and formed by hot bending process.
It is preferred that, the back-shaped reinforcing bar of transverse direction forms bar-mat reinforcement with back-shaped several junctions of reinforcing bar in longitudinal direction.
The beneficial effects of the invention are as follows：It is molded by ground and main house body by cement or concrete placing, coagulation
Soil plus reinforcing bar are current most stable of building structure, are conducive to improving damping effect, and closing knot is set to by longitudinal damping chamber
Structure and internal enclosed construction is set to by the filling of fine sand grain and horizontal shock-absorbing chamber and inside is filled by fluent material, loose bottom
Seismic wave is easily absorbed with fluid, fine sand grain can absorb seismic wave with fluid when an earthquake occurs, be conducive to abundant damping, lead to
" Z " font reinforcing bar is crossed with " S " font reinforcing bar, horizontal back-shaped reinforcing bar with the back-shaped equal integrated molding of reinforcing bar in longitudinal direction and by hot bending work
Skill shape knuckle in 90 °, reinforcing bar is added in concrete by hot bending, because integrated molding enhances integrally-built elasticity, is had
Beneficial to abundant damping antidetonation, bar-mat reinforcement is formed by reinforcing bar junction and is conducive to improving anti seismic efficiency.
Brief description of the drawings
Fig. 1 is a kind of ground sketch of anti-seismic building structure.
Fig. 2 is a kind of ground reinforcing bar sketch of anti-seismic building structure.
Fig. 3 is a kind of ground overall structure figure of anti-seismic building structure.
Fig. 4 is a kind of anti-seismic building structure foundation inner-cavity structure figure.
Fig. 5 is a kind of main house body structure chart of anti-seismic building structure.
Fig. 6 is a kind of ground of anti-seismic building structure and building structure figure.
In figure：1st, ground；2nd, longitudinal damping chamber；3rd, horizontal shock-absorbing chamber；4th, " Z " font reinforcing bar；5th, " S " font reinforcing bar；6、
Fine sand grain；7th, fluent material；8th, main house body；9th, horizontal back-shaped reinforcing bar；10th, the back-shaped reinforcing bar in longitudinal direction；11st, the first connection reinforcing bar；
12nd, the second connection reinforcing bar, 13 inhabitation bodies.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments, is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1-6 are referred to, it is described the invention discloses a kind of anti-seismic building structure, including ground 1 and main house body 8
The inside of ground 1 is provided with longitudinal damping chamber 2, and longitudinal bottom of damping chamber 2 is provided with horizontal shock-absorbing chamber 3, is conducive in terms of ground 1
Direct damping, is transversely provided with " Z " font reinforcing bar 4, longitudinal damping chamber 2 between longitudinal the damping chamber 2 and horizontal shock-absorbing chamber 3
Longitudinal direction is to provided with " S " font reinforcing bar 5 between horizontal shock-absorbing chamber 3, and " Z " the font reinforcing bar 4 is respectively provided with " S " font reinforcing bar 5
Inside ground 1, " Z " the font reinforcing bar 4 is uniformly provided with several with " S " font reinforcing bar 5 and junction is welded to connect, favorably
In forming bar-mat reinforcement, reinforcement damping effect, the top of ground 1 is provided with main house body 8, and the inside of main house body 8 is provided with residence
Firmly body 13, the inner transverse of main house body 8 is provided with back-shaped steel provided with laterally back-shaped reinforcing bar 9, the inner transverse of main house body 8
Muscle 9 is longitudinal provided with the back-shaped reinforcing bar 10 in longitudinal direction, and the back-shaped reinforcing bar 9 of transverse direction surround with the back-shaped reinforcing bar 10 in longitudinal direction and is arranged at inhabitation body
Outside 13, the back-shaped reinforcing bar 9 of transverse direction is uniformly provided with several with the back-shaped reinforcing bar 10 in longitudinal direction and junction is welded to connect, and is conducive to
Bar-mat reinforcement is formed, damping effect is improved.
The ground 1 and main house body 8 are molded by cement or concrete placing, and concrete adds reinforcing bar to be most steady at present
Fixed building structure, is conducive to improving damping effect, longitudinal damping chamber 2 is set to enclosed construction and internal by fine sand grain 6
Filling, the horizontal shock-absorbing chamber 3 is set to enclosed construction and inside is filled by fluent material 7, and the fluent material 7 is set to
Water, science proves that loose bottom easily absorbs seismic wave with fluid, and fine sand grain 6 can absorb earthquake with water when an earthquake occurs
Ripple, is conducive to abundant damping, " Z " the font reinforcing bar 4 and the equal integrated molding of " S " font reinforcing bar 5 and passes through hot bending process shape
Knuckle in 90 °, reinforcing bar is added in concrete by hot bending, because integrated molding enhances integrally-built elasticity, is conducive to
Abundant damping antidetonation, " Z " the font reinforcing bar 4 forms bar-mat reinforcement with several junctions of " S " font reinforcing bar 5, and science is proved, net
Shape structure is conducive to antidetonation, and " Z " the font reinforcing bar 4 is connected reinforcing bar 11 by first with laterally back-shaped reinforcing bar 9 and is fixedly connected, institute
State " S " font reinforcing bar 5 and be connected reinforcing bar 12 by second with the back-shaped reinforcing bar 10 in longitudinal direction and be fixedly connected, be conducive to ground 1 and house
Main body 8, which is connected, is connected in a theme, and the first connection reinforcing bar 11 is connected reinforcing bar 12 with second and formed by hot bending process, described
Laterally back-shaped reinforcing bar 9 forms bar-mat reinforcement with back-shaped several junctions of reinforcing bar 10 in longitudinal direction.
In the use of the present invention, being molded by ground 1 and main house body 8 by cement or concrete placing, concrete
Plus reinforcing bar is current most stable of building structure, is conducive to improving damping effect, enclosed construction is set to by longitudinal damping chamber 2
And inside is set to enclosed construction by the filling of fine sand grain and horizontal shock-absorbing chamber 3 and inside is filled by fluent material, loose bottom
Seismic wave is easily absorbed with fluid, fine sand grain can absorb seismic wave with fluid when an earthquake occurs, be conducive to abundant damping, lead to
Cross " Z " font reinforcing bar 4 and " S " font reinforcing bar 5, laterally back-shaped reinforcing bar 9 and the longitudinally equal integrated molding of back-shaped reinforcing bar 10 and pass through
Hot bending process shape knuckle in 90 °, reinforcing bar is added in concrete by hot bending, because integrated molding enhances integrally-built bullet
Property, be conducive to abundant damping antidetonation, forming bar-mat reinforcement by reinforcing bar junction is conducive to improving anti seismic efficiency.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms, therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention, and any reference in claim should not be considered as to the claim involved by limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It may be appreciated other embodiment.
Claims (10)
1. a kind of anti-seismic building structure, including ground（1）And main house body（8）, it is characterised in that：The ground（1）It is internal
Provided with longitudinal damping chamber（2）, longitudinal damping chamber（2）Bottom is provided with horizontal shock-absorbing chamber（3）, longitudinal damping chamber（2）With
Horizontal shock-absorbing chamber（3）Between be transversely provided with " Z " font reinforcing bar（4）, longitudinal damping chamber（2）With horizontal shock-absorbing chamber（3）Between
Longitudinal direction is to provided with " S " font reinforcing bar（5）, " Z " the font reinforcing bar（4）With " S " font reinforcing bar（5）It may be contained within ground（1）It is interior
Portion, " Z " the font reinforcing bar（4）With " S " font reinforcing bar（5）It is uniformly provided with several and junction is welded to connect, the ground
（1）Top is provided with main house body（8）, the main house body（8）Inside is provided with inhabitation body（13）, the main house body（8）It is internal
It is transversely provided with laterally back-shaped reinforcing bar（9）, the main house body（8）Inner transverse is provided with back-shaped reinforcing bar（9）Longitudinal direction is returned provided with longitudinal direction
Shape reinforcing bar（10）, the back-shaped reinforcing bar of transverse direction（9）With the back-shaped reinforcing bar in longitudinal direction（10）It surround and is arranged at inhabitation body（13）Outside, institute
State laterally back-shaped reinforcing bar（9）With the back-shaped reinforcing bar in longitudinal direction（10）It is uniformly provided with several and junction is welded to connect.
2. a kind of anti-seismic building structure according to claim 1, it is characterised in that：The ground（1）And main house body
（8）It is molded by cement or concrete placing.
3. a kind of anti-seismic building structure according to claim 2, it is characterised in that：Longitudinal damping chamber（2）Set
For enclosed construction and internal by fine sand grain（6）Filling.
4. a kind of anti-seismic building structure according to claim 3, it is characterised in that：The horizontal shock-absorbing chamber（3）Set
For enclosed construction and inside by fluent material（7）Filling.
5. a kind of anti-seismic building structure according to claim 4, it is characterised in that：The fluent material 7 is set to water.
6. a kind of anti-seismic building structure according to claim 5, it is characterised in that：" Z " the font reinforcing bar（4）With
" S " font reinforcing bar（5）Equal integrated molding and pass through hot bending process shape knuckle in 90 °.
7. a kind of anti-seismic building structure according to claim 6, it is characterised in that：" Z " the font reinforcing bar（4）With
" S " font reinforcing bar（5）Several junctions form bar-mat reinforcement.
8. a kind of anti-seismic building structure according to claim 7, it is characterised in that：" Z " the font reinforcing bar（4）With horizontal stroke
To back-shaped reinforcing bar（9）Pass through the first connection reinforcing bar（11）It is fixedly connected.
9. a kind of anti-seismic building structure according to claim 8, it is characterised in that：" S " the font reinforcing bar（5）With indulging
To back-shaped reinforcing bar（10）Pass through the second connection reinforcing bar（12）It is fixedly connected.
10. a kind of anti-seismic building structure according to claim 9, it is characterised in that：The first connection reinforcing bar（11）
Reinforcing bar is connected with second（12）Formed by hot bending process, the back-shaped reinforcing bar of transverse direction（9）With the back-shaped reinforcing bar in longitudinal direction（10）It is some
Individual junction forms bar-mat reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710361611.2A CN107143051B (en) | 2017-05-22 | 2017-05-22 | A kind of anti-seismic building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710361611.2A CN107143051B (en) | 2017-05-22 | 2017-05-22 | A kind of anti-seismic building structure |
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| Publication Number | Publication Date |
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| CN107143051A true CN107143051A (en) | 2017-09-08 |
| CN107143051B CN107143051B (en) | 2019-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710361611.2A Active CN107143051B (en) | 2017-05-22 | 2017-05-22 | A kind of anti-seismic building structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035600A (en) * | 2018-01-26 | 2018-05-15 | 福建泉州万通工业设计有限公司 | A kind of high building structure of seismic behavior |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08326352A (en) * | 1995-06-02 | 1996-12-10 | Mitsuaki Hashimoto | Base isolation device of building or the like |
| JP2002021918A (en) * | 2000-06-30 | 2002-01-23 | Ohbayashi Corp | Vibration isolation device |
| CN202595897U (en) * | 2012-04-17 | 2012-12-12 | 魏丹 | Earthquake-proof building structure |
| CN203129004U (en) * | 2013-01-22 | 2013-08-14 | 同济大学 | Support type particle damper of friction pendulum |
| RU2602550C1 (en) * | 2015-10-27 | 2016-11-20 | Олег Савельевич Кочетов | Aseismic building |
-
2017
- 2017-05-22 CN CN201710361611.2A patent/CN107143051B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08326352A (en) * | 1995-06-02 | 1996-12-10 | Mitsuaki Hashimoto | Base isolation device of building or the like |
| JP2002021918A (en) * | 2000-06-30 | 2002-01-23 | Ohbayashi Corp | Vibration isolation device |
| CN202595897U (en) * | 2012-04-17 | 2012-12-12 | 魏丹 | Earthquake-proof building structure |
| CN203129004U (en) * | 2013-01-22 | 2013-08-14 | 同济大学 | Support type particle damper of friction pendulum |
| RU2602550C1 (en) * | 2015-10-27 | 2016-11-20 | Олег Савельевич Кочетов | Aseismic building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035600A (en) * | 2018-01-26 | 2018-05-15 | 福建泉州万通工业设计有限公司 | A kind of high building structure of seismic behavior |
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| Publication number | Publication date |
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| CN107143051B (en) | 2019-04-30 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190401 Address after: 652100 Yiliang County Industrial Park, Kunming City, Yunnan Province Applicant after: KUNMING TIEXIN CONSTRUCTION ENGINEERING MANAGEMENT Co.,Ltd. Address before: 510000 B1B2, one, two, three and four floors of the podium building 231 and 233, science Avenue, Guangzhou, Guangdong. Applicant before: BOAO ZONGHENG NETWORK TECHNOLOGY Co.,Ltd. Effective date of registration: 20190401 Address after: 510000 B1B2, one, two, three and four floors of the podium building 231 and 233, science Avenue, Guangzhou, Guangdong. Applicant after: BOAO ZONGHENG NETWORK TECHNOLOGY Co.,Ltd. Address before: 401344 Wujiazui Group 367, Zhongshan Village, Jielong Town, Banan District, Chongqing Applicant before: Wang Yang |
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