CN108571064A - A kind of assembled architecture and application method with earthquake-proof foundation - Google Patents
A kind of assembled architecture and application method with earthquake-proof foundation Download PDFInfo
- Publication number
- CN108571064A CN108571064A CN201710840363.XA CN201710840363A CN108571064A CN 108571064 A CN108571064 A CN 108571064A CN 201710840363 A CN201710840363 A CN 201710840363A CN 108571064 A CN108571064 A CN 108571064A
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- CN
- China
- Prior art keywords
- earthquake
- foundation
- assembled architecture
- top plate
- pile
- 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
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- 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
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
Abstract
The invention discloses a kind of assembled architecture and application method with earthquake-proof foundation, including：Earthquake-proof foundation and load module；Earthquake-proof foundation includes：Foundation pit, bottom plate are anchored to the bottom of foundation pit by anchor pole；Top plate is anchored to the top of the foundation pit by anchor pole；Concrete lift includes being vertically arranged pile between the bottom panel and top panel and being vertically arranged supporting rod and to pour in the concrete in foundation pit with pile；Load module includes tetragonal body frame, and tetragonal body frame includes four columns and four crossbeams, and column and crossbeam connect into square framework by connector.The exemplary assembled architecture with earthquake-proof foundation of the present invention is assembled by load module and builds building, by welding or being bolted between module, improves construction efficiency；By welding or being bolted between the square frame and top plate of bottom, top plate is connect by pile and concrete layer with foundation pit, improves the anti-seismic performance of fabricated structure.
Description
Technical field
The present invention relates to construction engineering technical field, specially a kind of assembled architecture with earthquake-proof foundation and user
Method.
Background technology
Assembled architecture mode carries out Assembling by Prefabricated block, can improve building efficiency, reduces energy consumption, real
The purpose of existing energy-saving and emission-reduction.With the development of the city, the presentation of various assembled architectures enriches the space in city, assembled
Building also needs to consider in assembling process the image of earthquake, under the action of earthquake, the load module of assembled architecture and interior
Collapsing for the filler in portion is easy to damage human body, therefore, in the design of assembled architecture, needs using with antidetonation
The basis of effect provides good shock resistance for assembled architecture.
Invention content
In order to overcome above-mentioned technical problem, the purpose of the present invention is to provide a kind of assembled architecture with earthquake-proof foundation and
Application method increases anti seismic efficiency for assembled architecture.
A purpose according to the present invention, the present invention provide the following technical solutions：
A kind of assembled architecture with earthquake-proof foundation, including：Earthquake-proof foundation and load module；
Wherein, the earthquake-proof foundation includes：
Foundation pit,
Bottom plate, the bottom plate are anchored to the bottom of the foundation pit by anchor pole；
Top plate, the area of the top plate are more than the area of the foundation pit, and the top plate is anchored to the foundation pit by anchor pole
Top；
Concrete lift, including the pile that is vertically arranged between the bottom plate and the top plate and hang down with the pile
It is straight to be arranged supporting rod and to pour in the concrete in the foundation pit；
The load module includes：
Tetragonal body frame, the tetragonal body frame include four columns and four crossbeams, and the column and the crossbeam are logical
It crosses connector and connects into the square framework.
Further, the connector includes a level board and two vertical panels, the rectangular triangle of level board
Set square, for the vertical panel respectively with two right-angle side vertical connections of the level board, two vertical panels are located at institute
State the same side of level board.
Further, by being welded to connect between the column or crossbeam and the connector.
Further, it is bolted between the column or crossbeam and the connector.
Further, the load module further includes a support plate, and the support plate is located at tetragonal body described in the lowermost
The bottom of frame is connect with the bottom end of the column, is used to support column described in the lowermost.
Further, the quantity of the pile and supporting rod be it is multiple, be uniformly distributed in the foundation pit.
Further, the bottom plate and the top plate are quenched nickelclad.
Another purpose according to the present invention provides a kind of application method of above-mentioned assembled architecture with earthquake-proof foundation：
Include the following steps：
S1, bottom plate are anchored to bottom of foundation ditch by anchor pole；
S2 arranges that pile and supporting rod, pile are mutually perpendicular in being vertically arranged between pile and supporting rod in foundation pit；
S3, top plate are anchored in the top of foundation pit by anchor pole, and the upper end of pile is fixedly connected with top plate；
S4, the casting concrete into foundation pit, foundation pit, bottom plate, pile, supporting rod are poured with top plate together with；
S5：Square framework is mounted on top plate, by square framework successively horizontal connection or is vertically connected with, is combined into
Building.
Further, in S5, by being welded to connect or being bolted between the square framework.
Further, it in S5, welds or is bolted between the square frame and the top plate of lowermost end.
Compared with prior art, beneficial effects of the present invention are as follows：
1, the exemplary assembled architecture with earthquake-proof foundation of the present invention assembles building building, module by load module
Between by welding or be bolted, improve construction efficiency；Between the square frame and top plate of bottom by welding or
It is bolted, top plate is connect by pile and concrete layer with foundation pit, and the anti-seismic performance of fabricated structure is improved.
2, the application method of the exemplary assembled architecture with earthquake-proof foundation of the present invention, easy to operate, installation effectiveness is high, dress
It is strong with formula Antiseismic building performance.
Description of the drawings
Fig. 1 is the structural schematic diagram of the exemplary assembled architecture with earthquake-proof foundation of the present invention；
Fig. 2 is the structural schematic diagram of the exemplary assembled architecture earthquake-proof foundation with earthquake-proof foundation of the present invention；
Fig. 3 is the structural schematic diagram of the exemplary assembled architecture load module with earthquake-proof foundation of the present invention；
Fig. 4 is the structural schematic diagram of the connector of the exemplary assembled architecture load module with earthquake-proof foundation of the present invention；
Fig. 5 is the decomposition diagram of the connector of the exemplary assembled architecture load module with earthquake-proof foundation of the present invention.
In figure：1 earthquake-proof foundation, 101 foundation pits, 2 bottom plates, 3 top plates, 4 piles, 5 supporting rods, 6 concrete, 7 columns, 8 crossbeams,
9 connectors, 10 level boards, 11 vertical panels, 12 load modules.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4 and Fig. 5, a kind of assembled architecture with earthquake-proof foundation, including：Earthquake-proof foundation and
Load module；
Wherein, earthquake-proof foundation 1 includes：Foundation pit 101, bottom plate 2 are anchored to the bottom of foundation pit 101 by anchor pole；Top plate 3 passes through
Anchor pole is anchored to the top of foundation pit 101, and the area of top plate 3 is more than the area of foundation pit 101；Bottom plate 2 and top plate 3 are quenched nickelclad.
Concrete lift, including the pile 4 that is vertically arranged between bottom plate 2 and institute's top plate 3 and be vertically arranged with pile 4
It obtains supporting rod 5 and pours in the concrete 6 in foundation pit 101；The quantity of pile 4 and supporting rod 5 is multiple, is uniformly distributed and base
In hole 101.
Load module 12 includes：Tetragonal body frame, tetragonal body frame include four columns 7 and four crossbeams 8, column 7 or
It is bolted between crossbeam 8 and connector 9, column 7 connects 9 into square framework with crossbeam 8 by connector.Support plate
It is connect with the bottom end of column 7 positioned at the bottom of the lowermost tetragonal body frame, is used to support the lowermost column 7.
Connector 9 includes a level board 10 and two vertical panels 11, and the set square of 10 rectangular triangle of level board hangs down
For straight panel 11 respectively with two right-angle side vertical connections of level board 10, two vertical panels 11 are located at the same side of level board 10.
Further, by being welded to connect between the column or crossbeam and the connector.
A kind of application method of above-mentioned assembled architecture with earthquake-proof foundation：Include the following steps：
S1, bottom plate are anchored to bottom of foundation ditch by anchor pole；
S2 arranges that pile and supporting rod, pile are mutually perpendicular in being vertically arranged between pile and supporting rod in foundation pit；
S3, top plate are anchored in the top of foundation pit by anchor pole, and the upper end of pile is fixedly connected with top plate；
S4, the casting concrete into foundation pit, foundation pit, bottom plate, pile, supporting rod are poured with top plate together with；
S5：Square framework is mounted on top plate, by square framework successively horizontal connection or is vertically connected with, is combined into
Building；By being welded to connect or be bolted between square framework, be located at the square frame of lowermost end with it is described
It welds or is bolted between top plate.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (10)
1. a kind of assembled architecture with earthquake-proof foundation, including：Earthquake-proof foundation and load module；
Wherein, the earthquake-proof foundation includes：
Foundation pit,
Bottom plate, the bottom plate are anchored to the bottom of the foundation pit by anchor pole；
Top plate, the area of the top plate are more than the area of the foundation pit, and the top plate is anchored to the top of the foundation pit by anchor pole
Portion；
Concrete lift, including the pile that is vertically arranged between the bottom plate and the top plate and vertical with the pile set
It sets supporting rod and to pour in the concrete in the foundation pit；
The load module includes：
Tetragonal body frame, the tetragonal body frame include four columns and four crossbeams, and the column and the crossbeam pass through company
Fitting connects into the square framework.
2. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the connector includes
One level board and two vertical panels, the set square of the rectangular triangle of level board, the vertical panel respectively with the water
Two right-angle side vertical connections of tablet, two vertical panels are located at the same side of the level board.
3. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the column or crossbeam
By being welded to connect between the connector.
4. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the column or crossbeam
It is bolted between the connector.
5. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the load module is also
Including a support plate, the bottom that the support plate is located at tetragonal body frame described in the lowermost is connect with the bottom end of the column,
It is used to support column described in the lowermost.
6. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the pile and support
The quantity of bar be it is multiple, be uniformly distributed in the foundation pit.
7. a kind of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that the bottom plate and described
Top plate is quenched nickelclad.
8. a kind of application method of assembled architecture with earthquake-proof foundation according to claim 1, which is characterized in that including
Following steps：
S1, bottom plate are anchored to bottom of foundation ditch by anchor pole；
S2 arranges that pile and supporting rod, pile are mutually perpendicular in being vertically arranged between pile and supporting rod in foundation pit；
S3, top plate are anchored in the top of foundation pit by anchor pole, and the upper end of pile is fixedly connected with top plate；
S4, the casting concrete into foundation pit, foundation pit, bottom plate, pile, supporting rod are poured with top plate together with；
S5：Square framework is mounted on top plate, by square framework successively horizontal connection or is vertically connected with, is combined into building
Object.
9. a kind of application method of assembled architecture with earthquake-proof foundation according to claim 8, which is characterized in that S5
In, by being welded to connect or being bolted between the square framework.
10. a kind of application method of assembled architecture with earthquake-proof foundation according to claim 8, which is characterized in that S5
In, it welds or is bolted between the square frame and the top plate of lowermost end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710840363.XA CN108571064A (en) | 2017-09-18 | 2017-09-18 | A kind of assembled architecture and application method with earthquake-proof foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710840363.XA CN108571064A (en) | 2017-09-18 | 2017-09-18 | A kind of assembled architecture and application method with earthquake-proof foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108571064A true CN108571064A (en) | 2018-09-25 |
Family
ID=63576430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710840363.XA Pending CN108571064A (en) | 2017-09-18 | 2017-09-18 | A kind of assembled architecture and application method with earthquake-proof foundation |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1330193A (en) * | 2000-06-15 | 2002-01-09 | 王永利 | Assembled arthitecutral structure |
| CN205100233U (en) * | 2015-10-26 | 2016-03-23 | 上海正轶建筑设计有限公司 | Shock attenuation ground |
| CN105672342A (en) * | 2014-11-19 | 2016-06-15 | 哈尔滨隆艺科技开发有限公司 | Construction method for civil building foundation capable of preventing earthquake |
| CN106351124A (en) * | 2016-09-18 | 2017-01-25 | 陕西铁路工程职业技术学院 | Bridge construction method |
| CN106836288A (en) * | 2017-03-01 | 2017-06-13 | 颜特亮 | A kind of high-bearing capacity and distortion-free tall building foundation |
| CN206337644U (en) * | 2016-12-27 | 2017-07-18 | 北京善筑科技股份有限公司 | Assembled architecture agent structure |
-
2017
- 2017-09-18 CN CN201710840363.XA patent/CN108571064A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1330193A (en) * | 2000-06-15 | 2002-01-09 | 王永利 | Assembled arthitecutral structure |
| CN105672342A (en) * | 2014-11-19 | 2016-06-15 | 哈尔滨隆艺科技开发有限公司 | Construction method for civil building foundation capable of preventing earthquake |
| CN205100233U (en) * | 2015-10-26 | 2016-03-23 | 上海正轶建筑设计有限公司 | Shock attenuation ground |
| CN106351124A (en) * | 2016-09-18 | 2017-01-25 | 陕西铁路工程职业技术学院 | Bridge construction method |
| CN206337644U (en) * | 2016-12-27 | 2017-07-18 | 北京善筑科技股份有限公司 | Assembled architecture agent structure |
| CN106836288A (en) * | 2017-03-01 | 2017-06-13 | 颜特亮 | A kind of high-bearing capacity and distortion-free tall building foundation |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180925 |