CN106245776A - A kind of assembly concrete house close cylinder system - Google Patents
A kind of assembly concrete house close cylinder system Download PDFInfo
- Publication number
- CN106245776A CN106245776A CN201610833285.6A CN201610833285A CN106245776A CN 106245776 A CN106245776 A CN 106245776A CN 201610833285 A CN201610833285 A CN 201610833285A CN 106245776 A CN106245776 A CN 106245776A
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- Prior art keywords
- precast concrete
- concrete
- prefabricated
- corner post
- cup
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- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- 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
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of assembly concrete house close cylinder system, through injection lightweight slurry composition bearing wall between square prefabricated concrete wall column, installs heat insulation decoration integrated plate, is provided with plasterboard inside bearing wall outside bearing wall；If square prefabricated concrete wall column and abnormity precast concrete corner post are divided into dried layer, each interlayer to be connected by precast concrete beam, and its upper end is embedded with sleeve, and lower end is fixed in the rim of a cup of prefabricated band rim of a cup strip footing or precast concrete beam；Being provided with bolt hole in the rim of a cup of precast concrete beam, bolt is through the pre-buried sleeve connection of the square prefabricated concrete wall column below described bolt hole and precast concrete beam and/or abnormity precast concrete corner post upper end.Flooring and roofing use prestressing force superimposed sheet, and pitched roof dormer window uses prefabricated dormer window.Assembly concrete house close cylinder system uses the splicing of precast concrete scene to assemble, and is connected with between component, decreases situ wet workload, improves assembling rate and speed of application.
Description
Technical field
The present invention relates to construction engineering technical field, particularly to a kind of assembly concrete house close cylinder system.
Background technology
Concrete dense cylinder system house is an improvement based on light gauge cold-formed steel shape system, and bearing system is different from coagulation
Soil frame system, brick-concrete system, use square prefabricated concrete wall column system load-bearing.
Along with going deep into of China's reform and opening-up, come from external light gauge cold-formed steel shape light steel house and enter China, main skill
Art introduces the villa of the low layer in states such as Japan, the U.S. and Australia.Development cold bending thin wall light steel body through many decades
Tie up to domestic become certain scale, but traction and common people's acceptance level are not the most optimistic.Custom Qin brick and Han tile
, there is the biggest doubt to cold-formed steel residence in common people, as structure whether safety, body of wall be not solid, cold bridge problem,
The problems such as perishable, fire resistance is poor.
Traditional low-rise dwelling is in the majority with brick mix structure, frame structure, and situ wet makees sparetime university, and mechanization degree is low, in addition
China's demographic dividend gradually fades out now, simultaneously under China's policy vigorously advocates housing industry, is badly in need of entering original system
Go and improve or the system of proposition renewal, and patent of the present invention is based on problem above and present situation proposition.
Summary of the invention
For overcoming problems of the prior art, the invention provides a kind of industrialization degree high, site operation is fast, suitable
Close a kind of assembly concrete close cylinder system house of town and country construction.
The present invention solves its technical problem and is adopted the technical scheme that: this kind of assembly concrete house close cylinder system,
Including prefabricated band rim of a cup strip footing, square prefabricated concrete wall column, abnormity precast concrete corner post, precast concrete beam, pre-
Concrete staircase processed, Shear Behavior of R. c. Laminated Slabs flooring, superimposed sheet roofing and prefabricated dormer window, between square prefabricated concrete wall column
Through injection lightweight slurry composition bearing wall, heat insulation decoration integrated plate is installed outside bearing wall, is provided with inside bearing wall
Plasterboard；
Described abnormity precast concrete corner post include " L " shape precast concrete corner post, "T"-shaped precast concrete corner post,
" ten " font precast concrete corner post, Z-shaped precast concrete corner post, abnormity concrete corner post connects each bearing wall in length and breadth；
If square prefabricated concrete wall column and abnormity precast concrete corner post are divided into dried layer, each interlayer to pass through precast concrete
Beam connects, and prefabricated band rim of a cup strip footing or pre-is inserted in the lower end of square prefabricated concrete wall column and abnormity precast concrete corner post
The rim of a cup of beams of concrete processed is interior and is fixed in rim of a cup；Light filling concrete grout between described square prefabricated concrete wall column
Material, lightweight concrete slurry undertakes horizontal load together with square prefabricated concrete wall column.
Further, prefabricated band cup is inserted in the lower end of described square prefabricated concrete wall column and abnormity precast concrete corner post
The pea gravel concreten in the rim of a cup of mouth strip footing or precast concrete beam and passing through cast after height and perpendicularity adjust is solid
It is scheduled in rim of a cup.
Further, described square prefabricated concrete wall column and abnormity precast concrete corner post upper end be embedded with for
The female sleeve of band that square prefabricated concrete wall column above precast concrete beam connects, the rim of a cup of precast concrete beam
Inside being provided with through bolt hole, bolt is through the square prefabricated concrete wall column below described bolt hole and precast concrete beam
And/or the sleeve connection that abnormity precast concrete corner post upper end is pre-buried.
Further, described sleeve is the sleeve with zinc coat.
Further, fastening at close cylinder and offer door-window opening, the left and right sides of door-window opening is column, upper and lower both sides
For door-window opening lintel, described column has notch, in notch, be provided with the bolt hole run through, the two ends of door-window opening lintel
The female sleeve of pre-buried band, in door-window opening lintel is arranged on the notch of column and is joined with sleeve by bolt, bolt hole
Close fixing door-window opening lintel.
Further, it is provided with the precast concrete for resisting horizontal shear or type between described square prefabricated concrete wall column
The diagonal brace that steel is made, adjacent prismatic precast concrete wall column is fixed by tension member drawknot in the two ends of diagonal brace.
Further, the cone that rim of a cup is opening upwards above described prefabricated band rim of a cup strip footing and precast concrete beam
Shape mouth.
Further, described superimposed sheet flooring uses prestressing force superimposed sheet.
Further, described superimposed sheet roofing use prestressing force superimposed sheet, pitched roof be provided with dormer window and for prefabricated always
Tiger window.
To sum up, the having the beneficial effect that of the technique scheme of the present invention:
1, the close cylinder in assembly concrete house system uses the splicing of precast concrete scene to assemble, between component
The most with bolts, decrease situ wet workload, improve assembling rate and speed of application.
2, square prefabricated concrete wall column and abnormity precast concrete corner post bottom are inserted in prefabricated rim of a cup, and pour microlith
Concrete, top is connected with upper strata precast concrete beam by bolt, adjacent prismatic pre-cast concrete walling intercolumniation diagonal brace drawknot,
Easy to connect, joint structure and power transmission are simple, and structural system reasonable stress, intercolumniation light filling concrete slurry is formed whole simultaneously
Individual body of wall, effectively increases structural integrity and opposing horizontal loading ability.
3, component node arranges rationally, and node power transmission is clear and definite, connects reliable.Beam, post, basis etc. can the companies of realization easily
Connecing, be segmented into multistage during prefabrication, component is little lightweight, the most convenient transport but also convenient on-the-spot assembling construction.
4, many with bolt connection, easy construction between component, repair after convenient disassembly, beneficially structure shake.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention；
Fig. 2 be in the present invention connection between prefabricated band rim of a cup strip footing and with square prefabricated concrete wall column and different
Connection diagram between shape precast concrete corner post；
Fig. 3 is upper and lower layer square prefabricated concrete wall column and the connection diagram of precast concrete beam in the present invention；
Fig. 4 is upper and lower layer square prefabricated concrete wall column and the connection profile of precast concrete beam in the present invention；
Fig. 5 is door-window opening lintel and the connection diagram of column in the present invention；
In figure:
1 prefabricated band rim of a cup strip footing, 2 square prefabricated concrete wall columns, 3 special-shaped precast concrete corner posts, 4 concrete
Tu Liang, 5 door-window opening lintels, 6 rims of a cup, 7 bolts, 8 sleeves, 9 bolts hole, 10 door-window openings, 11 columns, 12 notches, 13 diagonal braces.
Detailed description of the invention
Being described in detail inventive feature and principle below in conjunction with accompanying drawing 1-5, illustrated embodiment is only used for explaining
The present invention, not limits protection scope of the present invention with this.
As Figure 1-Figure 5, this invention includes prefabricated band rim of a cup strip footing 1, square prefabricated concrete wall column 2, abnormity
Precast concrete corner post 3, precast concrete beam 4, precast concrete stair, Shear Behavior of R. c. Laminated Slabs flooring, superimposed sheet roofing
With prefabricated dormer window, through injection lightweight slurry composition bearing wall between square prefabricated concrete wall column, install outside bearing wall
Heat insulation decoration integrated plate, is provided with plasterboard inside bearing wall.
Abnormity precast concrete corner post includes " L " shape precast concrete corner post, "T"-shaped precast concrete corner post, " ten " word
Shape precast concrete corner post, Z-shaped precast concrete corner post, abnormity concrete corner post connects each bearing wall in length and breadth.According to peace
Holding position is different, selects suitably abnormity precast concrete corner post.Such as four corners in this close cylinder system need to use " L "
Shape precast concrete corner post, the core in close cylinder system needs " ten " font precast concrete corner post etc..
If square prefabricated concrete wall column and abnormity precast concrete corner post are divided into dried layer, each interlayer to pass through precast concrete
Beam connects, and prefabricated band rim of a cup strip footing or pre-is inserted in the lower end of square prefabricated concrete wall column and abnormity precast concrete corner post
The rim of a cup of beams of concrete processed is interior and is fixed in rim of a cup 6, at prefabricated band rim of a cup strip footing or the upper surface of precast concrete beam
Rim of a cup is done for connecting the cylinder above it by standard size.Square prefabricated concrete wall column and abnormity precast concrete corner post
Pass through to water in the rim of a cup of lower end insertion prefabricated band rim of a cup strip footing or precast concrete beam and after height and perpendicularity adjust
The pea gravel concreten of note is fixed in rim of a cup.
As shown in Figure 3, Figure 4, square prefabricated concrete wall column and abnormity precast concrete corner post upper end be embedded with for
Be connected with the square prefabricated concrete wall column above precast concrete beam with the female sleeve 8 with zinc coat, in advance
Being provided with through bolt hole 9 in the rim of a cup of beams of concrete processed, bolt 7 is through the side below described bolt hole and precast concrete beam
The pre-buried sleeve connection of shape precast concrete wall column and/or abnormity precast concrete corner post upper end.Bolt 7 is penetrated through spiral shell
Keyhole 9 is also screwed in zinc-plated sleeve, it is achieved the square prefabricated concrete wall column below precast concrete beam and precast concrete beam
Bolt fixing connect.
Light filling concrete slurry between described square prefabricated concrete wall column, lightweight concrete slurry is prefabricated with square
Concrete wall column undertakes horizontal load together.
Offering door-window opening as it is shown in figure 5, fasten at close cylinder, the left and right sides of door-window opening is column 11, up and down
Both sides are door-window opening lintel 5, and described column has notch 12, are provided with the bolt hole run through, door-window opening mistake in notch
The two ends female sleeve of pre-buried band of beam, in door-window opening lintel is arranged on the notch of column and by bolt, bolt hole
Fixing door-window opening lintel is coordinated with sleeve.
The precast concrete for resisting horizontal shear it is provided with or diagonal brace that shaped steel is made between square prefabricated concrete wall column
13, adjacent prismatic precast concrete wall column is fixed by tension member drawknot in the two ends of diagonal brace.
The bell that rim of a cup is opening upwards above prefabricated band rim of a cup strip footing and precast concrete beam.
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses the present invention.
Multiple amendment to embodiment will be apparent from for those skilled in the art, as defined herein typically
Principle can realize without departing from the spirit or scope of the present invention in other embodiments, is not described in detail
Part, for prior art, do not repeat at this.Therefore, the present invention is not intended to be limited to these enforcements shown in this article
Example, and it is to fit to the widest scope consistent with principles disclosed herein and feature.
Claims (9)
1. an assembly concrete house close cylinder system, it is characterised in that include prefabricated band rim of a cup strip footing, square prefabricated
Concrete wall column, abnormity precast concrete corner post, precast concrete beam, precast concrete stair, Shear Behavior of R. c. Laminated Slabs building
Face, superimposed sheet roofing and prefabricated dormer window, through injection lightweight slurry composition bearing wall, load-bearing between square prefabricated concrete wall column
Wall outer side installs heat insulation decoration integrated plate, is provided with plasterboard inside bearing wall；
Described abnormity precast concrete corner post includes " L " shape precast concrete corner post, "T"-shaped precast concrete corner post, " ten " word
Shape precast concrete corner post, Z-shaped precast concrete corner post, abnormity concrete corner post connects each bearing wall in length and breadth；
If square prefabricated concrete wall column and abnormity precast concrete corner post are divided into dried layer, each interlayer is by precast concrete beam even
Connecing, prefabricated band rim of a cup strip footing or prefabricated mixed is inserted in the lower end of square prefabricated concrete wall column and abnormity precast concrete corner post
The rim of a cup of solidifying Tu Liang is interior and is fixed in rim of a cup；Light filling concrete slurry between described square prefabricated concrete wall column, gently
Matter concrete slurry undertakes horizontal load together with square prefabricated concrete wall column.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described square prefabricated
Prefabricated band rim of a cup strip footing or the cup of precast concrete beam are inserted in the lower end of concrete wall column and abnormity precast concrete corner post
It is fixed in rim of a cup by the pea gravel concreten of cast in mouthful and after height and perpendicularity adjust.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described square prefabricated
The upper end of concrete wall column and abnormity precast concrete corner post be embedded with for precast concrete beam above square prefabricated mixed
The female sleeve of band that solidifying cob wall post connects, is provided with through bolt hole in the rim of a cup of precast concrete beam, bolt passes
Square prefabricated concrete wall column and/or abnormity precast concrete corner post upper end below described bolt hole and precast concrete beam are pre-
The sleeve connection buried.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described sleeve is band
There is the sleeve of zinc coat.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that fasten at close cylinder
Offering door-window opening, the left and right sides of door-window opening is column, and upper and lower both sides are door-window opening lintel, and described column has
Notch, is provided with the bolt hole run through in notch, the two ends female sleeve of pre-buried band of door-window opening lintel, door-window opening
Fixing door-window opening lintel is coordinated with sleeve in lintel is arranged on the notch of column and by bolt, bolt hole.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described square prefabricated
The diagonal brace that concrete walls intercolumniation is provided with the precast concrete for resisting horizontal shear or shaped steel is made, the two ends of diagonal brace are by drawing
Knot part drawknot fixes adjacent prismatic precast concrete wall column.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described prefabricated band cup
The bell that rim of a cup is opening upwards above mouth strip footing and precast concrete beam.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described overlapping slab-type apartment building
Face uses prestressing force superimposed sheet.
A kind of assembly concrete house close cylinder system the most according to claim 1, it is characterised in that described overlapping plank house
Face uses prestressing force superimposed sheet, pitched roof be provided with dormer window and for prefabricated dormer window.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610833285.6A CN106245776B (en) | 2016-09-20 | 2016-09-20 | A kind of close cylinder system in assembly concrete house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610833285.6A CN106245776B (en) | 2016-09-20 | 2016-09-20 | A kind of close cylinder system in assembly concrete house |
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| CN106245776A true CN106245776A (en) | 2016-12-21 |
| CN106245776B CN106245776B (en) | 2017-08-25 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906900A (en) * | 2017-05-02 | 2017-06-30 | 付东根 | Assembled manomelia wall column steel-concrete building tectonic system |
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN110306664A (en) * | 2019-06-24 | 2019-10-08 | 上海泰大建筑科技有限公司 | Assembled low-rise dwelling structural system and its method of construction |
| TWI688696B (en) * | 2018-07-27 | 2020-03-21 | 邱慶輝 | Removable cement house structure |
| CN111155655A (en) * | 2019-12-23 | 2020-05-15 | 中煤建工集团有限公司 | Construction method of building combined type building |
| CN112343072A (en) * | 2020-10-28 | 2021-02-09 | 武汉品珈网络科技有限公司 | Building, foundation structure of building and construction method thereof |
| CN112647528A (en) * | 2020-12-18 | 2021-04-13 | 中国二十冶集团有限公司 | BIM-based special-shaped cup opening modeling method and system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101089305A (en) * | 2007-07-16 | 2007-12-19 | 南京东荣联自保温房屋技术发展有限公司 | Self thermal insulation concrete inner frame house structure system |
| CN101476350A (en) * | 2008-12-11 | 2009-07-08 | 华玉武 | Prefabricated house |
| JP2009528464A (en) * | 2006-03-03 | 2009-08-06 | コンベネクス、エセ．エレ． | Prefabricated reinforced concrete single-person house and method for constructing the house |
| CN102182327A (en) * | 2011-04-15 | 2011-09-14 | 天津开发区福林发展有限公司 | Middle-and-high-storey mixed structure system constructed by concrete dense pillar and gypsum composite wallboards and concrete short legs |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN105178432A (en) * | 2015-08-18 | 2015-12-23 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure and construction method thereof |
-
2016
- 2016-09-20 CN CN201610833285.6A patent/CN106245776B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009528464A (en) * | 2006-03-03 | 2009-08-06 | コンベネクス、エセ．エレ． | Prefabricated reinforced concrete single-person house and method for constructing the house |
| CN101089305A (en) * | 2007-07-16 | 2007-12-19 | 南京东荣联自保温房屋技术发展有限公司 | Self thermal insulation concrete inner frame house structure system |
| CN101476350A (en) * | 2008-12-11 | 2009-07-08 | 华玉武 | Prefabricated house |
| CN102182327A (en) * | 2011-04-15 | 2011-09-14 | 天津开发区福林发展有限公司 | Middle-and-high-storey mixed structure system constructed by concrete dense pillar and gypsum composite wallboards and concrete short legs |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN105178432A (en) * | 2015-08-18 | 2015-12-23 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure and construction method thereof |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906900A (en) * | 2017-05-02 | 2017-06-30 | 付东根 | Assembled manomelia wall column steel-concrete building tectonic system |
| CN108086523A (en) * | 2017-12-28 | 2018-05-29 | 上海建工建集团有限公司 | Light steel concrete building block faced wall and its construction method |
| CN108086523B (en) * | 2017-12-28 | 2023-10-13 | 上海建工一建集团有限公司 | Light steel concrete block composite wall and construction method thereof |
| TWI688696B (en) * | 2018-07-27 | 2020-03-21 | 邱慶輝 | Removable cement house structure |
| CN110306664A (en) * | 2019-06-24 | 2019-10-08 | 上海泰大建筑科技有限公司 | Assembled low-rise dwelling structural system and its method of construction |
| CN110306664B (en) * | 2019-06-24 | 2024-01-30 | 上海泰大建筑科技有限公司 | Assembled low-rise residential structure system and construction method thereof |
| CN111155655A (en) * | 2019-12-23 | 2020-05-15 | 中煤建工集团有限公司 | Construction method of building combined type building |
| CN112343072A (en) * | 2020-10-28 | 2021-02-09 | 武汉品珈网络科技有限公司 | Building, foundation structure of building and construction method thereof |
| CN112647528A (en) * | 2020-12-18 | 2021-04-13 | 中国二十冶集团有限公司 | BIM-based special-shaped cup opening modeling method and system |
| CN112647528B (en) * | 2020-12-18 | 2022-10-28 | 中国二十冶集团有限公司 | BIM-based special-shaped cup opening modeling method and system |
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| Publication number | Publication date |
|---|---|
| CN106245776B (en) | 2017-08-25 |
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