CN110306655A - A kind of assembled-type house system - Google Patents
A kind of assembled-type house system Download PDFInfo
- Publication number
- CN110306655A CN110306655A CN201910454544.8A CN201910454544A CN110306655A CN 110306655 A CN110306655 A CN 110306655A CN 201910454544 A CN201910454544 A CN 201910454544A CN 110306655 A CN110306655 A CN 110306655A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- stand column
- column
- crossbeam
- skeleton
- 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.)
- Pending
Links
- 210000002356 Skeleton Anatomy 0.000 claims abstract description 62
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000007569 slipcasting Methods 0.000 claims description 35
- 230000003014 reinforcing Effects 0.000 claims description 24
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 8
- 230000000875 corresponding Effects 0.000 claims description 7
- 239000002002 slurry Substances 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 6
- 229920002472 Starch Polymers 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 239000008107 starch Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000004793 Polystyrene Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 239000011381 foam concrete Substances 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 229920002223 polystyrene Polymers 0.000 description 3
- 210000000988 Bone and Bones Anatomy 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000011030 bottleneck Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000149 penetrating Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- 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
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination, staggered storeys small buildings
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
Abstract
The present invention relates to a kind of assembled-type house systems, including the basic skeleton being connected and fixed by prefabricated crossbeam and prefabricated stand column, basic skeleton is connected with prefabricated foundation in the bottom of prefabricated stand column, in basic skeleton at the connecting node of prefabricated stand column and prefabricated crossbeam and the connecting node of prefabricated stand column and the prefabricated foundation of bottom passes through reserved steel bar anchor connection.Full assembly, wet-less operation can be achieved in the present invention, and assembly efficiency is high, and assembly cost is low.
Description
Technical field
The present invention relates to building engineering structure technical fields, and in particular to a kind of assembled-type house system.
Background technique
Assembled arthitecutral structure refers to that the various components of structure include prefabricated post, precast beam, precast floor slab, precast shear wall
It is standardized production Deng in factory, then each prefabricated components are bolted at the construction field (site), be welded to connect or answered in advance
Fight structure made of connecing installation in succession.
The component of assembled architecture can be equivalent to the product of standard in the production of factory's realization industrialization, component, and
The scene of transporting to can directly be installed, it may be said that be not only convenient, but also quick, component is standardized production, matter in factory
, more available effective control more guaranteed than producing at the scene is measured, the mechanization degree of the high standard of component reduces existing
The outfit of field personnel, it is helpful in terms of recruitment cost and safety in production.
With the implementation that the emergence of China's assembled architecture industry in recent years and new rural village strategy to revitalize are planned, low layer is given
The design of assembled architecture New Residence is filled with strong vigor, and it is fast how scene to be broken through in terms of low layer New Residence subject study
Quick-mounting is matched and the bottleneck of inexpensive cost construction, is that newly developed significant task is created in this current field.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of assembled-type house system, full assembly, wet-less operation, assembly
It is high-efficient, and assembly cost is low.
The present invention is achieved through the following technical solutions:
A kind of assembled-type house system, including the basic skeleton being connected and fixed by prefabricated crossbeam and prefabricated stand column, basic bone are provided
Frame is connected with prefabricated foundation in the bottom of prefabricated stand column, in basic skeleton at the connecting node of prefabricated stand column and prefabricated crossbeam, with
And the connecting node of prefabricated stand column and the prefabricated foundation of bottom passes through reserved steel bar anchor connection.
This programme by being fixed between prefabricated crossbeam and prefabricated stand column by reserved steel bar anchor connection in basic skeleton, and
Residential structure is formed by reserved steel bar between prefabricated foundation and prefabricated stand column, compared to conventional concrete connection type, assembly is fast,
Wet-less operation, stable structure and save the cost.
Further, upper layer skeleton is additionally provided on the basic skeleton, upper layer skeleton is by prefabricated crossbeam and prefabricated stand column
It is connected and fixed, passes through reserved steel bar anchor connection and basic bone between the upper layer skeleton between basic skeleton and upper layer skeleton, adjacent
The prefabricated crossbeam between the skeleton of upper layer between frame and upper layer skeleton, adjacent shares.
It is also connected with upper layer skeleton on basic skeleton, building for three layers and following residential structure may be implemented, pass through between skeleton
Reserved steel bar anchor connection, stable structure, wet-less operation, assembly efficiency is high, and assembly cost is low.
Further, the reserved steel bar includes reinforcement foundation and column reinforcing bar, and reinforcement foundation is embedded in prefabricated foundation
Interior and stretch out prefabricated foundation surface, column reinforcing bar is embedded in one end of prefabricated stand column and stretches out along prefabricated stand column length direction prefabricated
Leg surface, the other end of prefabricated stand column are reserved with the first slip casting duct penetrated for reinforcement foundation or column reinforcing bar, and prefabricated
The surface of column be equipped with the first slip casting hole link and can be passed through slurry realize anchoring the first grouting port, the two of prefabricated crossbeam
A end is being reserved with the second slip casting duct for penetrating for column reinforcing bar and running through prefabricated crossbeam with prefabricated stand column junction, the
The one end in two slip casting ducts is the second grouting port that can be passed through slurry and realize anchoring, and each prefabricated stand column reserves column reinforcing bar at it
One end successively penetrate the first slip casting duct of prefabricated stand column in the second slip casting duct and upper layer skeleton on corresponding prefabricated crossbeam.
Column reinforcing bar is reserved in one end of prefabricated stand column, for being connected with the prefabricated stand column of prefabricated crossbeam and upper layer skeleton
It connects, the other end of prefabricated stand column is reserved the reinforcement foundation on the first slip casting duct and prefabricated foundation and cooperated, respectively by first
The second grouting port injection grouting material on grouting port and prefabricated crossbeam makes it be full of the first slip casting duct and the second slip casting duct, to
The Bar Anchorage of skeleton is completed in slurry solidification.
Further, the prefabricated stand column is in the first slip casting duct, the prefabricated crossbeam in the second slip casting duct
It is respectively and fixedly provided with metal bellows.
Metal bellows is fixed with skeleton reinforcing steel bar during installation, and fixed form is simple and convenient, metal bellows it is interior
Wall and outer wall have the groove of corrugated shape, and the faying face of metal bellows and concrete is secured after casting concrete, inside with
The bonding force of grouting material is stronger, and the connection between skeleton can be made stronger.
Further, the prefabricated stand column is special-shaped column, and the section of special-shaped column is in linear type, T shape or L shape.
The section of prefabricated Special-Shaped Column and the section of beam can be very good to coincide, and the end of beam is "-" type, the wing of Special-Shaped Column
Edge is also "-" type, preferably beam can be made to be overlapped on column in this way, forms better connecting node.
Further, the section of the prefabricated crossbeam is in convex shape, and the two sides of prefabricated crossbeam are equipped with the edge of a wing.
Beam can place floor when floor is installed using convex faster, carry out simply connecting to meet wanting
It asks, quick construction is convenient.
Further, beam and slab floor or pre-stress floor are embedded between the corresponding edge of a wing of the contiguous prefabricated crossbeam.
Beam and slab floor should be plate two sides be beam, so the plate thickness thickness of intermediate plate can accomplish it is very thin, can make greatly across
Floor is spent, because the part of the force of floor is in the position of floor beam, it is possible to the appropriate amount of reinforcement for reducing plate.Prestressing force building
Board bottom portion is deformed bar, a large amount of dosage for reducing reinforcing bar, it can be achieved that large span building.
Beneficial effects of the present invention:
One, have many advantages, such as that full assembly, wet-less operation, assembling speed are fast, anchor connection is reliable and stable, this structural system is assembly
Formula concrete opposite sex column framework is suitable for the building such as 3 layers or less house villas.
Two, other positions of main body use lightweight wall plate, as foam concrete slab, aerated concrete panel, granular polystyrene are mixed
Concrete board etc. is filled, and heat preservation carries out heat insulation decoration integrated construction using decorative integrated plate.Speed of application is both increased in this way
Cost is reduced again, and environment friendly and pollution-free, reduce building waste, also catered to the trend of construction market.
Detailed description of the invention
Fig. 1 is mounting structure schematic diagram of the invention；
Fig. 2 is the partial enlargement structural representation of A in Fig. 1；
Fig. 3 is the sectional view of Fig. 2；
Fig. 4 is the sectional view in Fig. 1 at B；
Fig. 5 be prefabricated crossbeam at and wallboard scheme of installation；
Fig. 6 is the schematic cross-section of Special-Shaped Column column in the present invention.
It is as shown in the figure:
1, prefabricated stand column, 2, column reinforcing bar, 3, prefabricated crossbeam, the 4, second slip casting duct, 5, prefabricated foundation, the 6, first injected hole
Road, the 7, first grouting port, the 8, second grouting port, 9, reinforcement foundation, 10, floor, 11, the edge of a wing.
Specific embodiment
In order to clarify the technical characteristics of the invention, being illustrated below by specific embodiment to this programme.
A kind of assembled-type house system, including the basic skeleton being connected and fixed by prefabricated crossbeam 3 and prefabricated stand column 1, basis
Skeleton is connected with prefabricated foundation 5 in the bottom of prefabricated stand column 1, the connecting node of prefabricated stand column 1 and prefabricated crossbeam 3 in basic skeleton
The connecting node of place and prefabricated stand column 1 and the prefabricated foundation 5 of bottom passes through reserved steel bar anchor connection.
Upper layer skeleton identical with basic skeleton composition, structure is additionally provided on the basic skeleton, upper layer skeleton is by pre-
Crossbeam and prefabricated stand column processed are connected and fixed, and pass through reserved steel bar between the upper layer skeleton between basic skeleton and upper layer skeleton, adjacent
The prefabricated crossbeam 3 between the skeleton of upper layer between anchor connection and basic skeleton and upper layer skeleton, adjacent shares.
Upper layer skeleton is generally 1-2, that is, is suitable for the building such as 3 layers or less house villas, and between adjacent upper layer skeleton
Anchor connection.As one embodiment of the present invention, two layers of upper layer skeleton is connected in turn above basic skeleton, that is, forms three
Layer dwelling house system, as shown in Figure 2.
The reserved steel bar includes reinforcement foundation 9 and column reinforcing bar 2, as a kind of embodiment party of the invention, basic steel
Muscle 9 is embedded in prefabricated foundation 5 and stretches out 5 surface of prefabricated foundation, and column reinforcing bar 2 is embedded in one end of prefabricated stand column 1 and along pre-
1 length direction of column processed stretches out 1 surface of prefabricated stand column, and the other end of prefabricated stand column 1 is reserved with for reinforcement foundation 9 or column reinforcing bar
2 the first slip casting ducts 6 penetrated, and the surface of prefabricated stand column 1 is equipped with and grouting material reality is connected to and can be passed through with the first slip casting duct 6
Two ends of the first grouting port 7 now anchored, prefabricated crossbeam 3 are reserved with 1 junction of prefabricated stand column for column reinforcing bar 2
The second slip casting duct 4 of prefabricated crossbeam 3 is penetrated and runs through, the one end in the second slip casting duct 4 is that can be passed through slurry to realize anchoring
Second grouting port 8, each prefabricated stand column 1 successively penetrate second on corresponding prefabricated crossbeam 3 in one end that it reserves column reinforcing bar 2
First slip casting duct 6 of prefabricated stand column 1 in slip casting duct 4 and upper layer skeleton.
The length that column reinforcing bar 2 stretches out be generally less than be equal to the first slip casting duct 6 and the second slip casting duct 4 length it
With, preferably, length of the length that column reinforcing bar 2 stretches out equal to the first slip casting duct 6 and the second slip casting duct 4
The sum of.
The prefabricated stand column 1 is fixed in the second slip casting duct 4 in the first slip casting duct 6, the prefabricated crossbeam 3
There is metal bellows.The prefabricated stand column 1 is special-shaped column, and the section of special-shaped column is in linear type, T shape or L shape, such as Fig. 6
It is shown.As one embodiment of the present invention, the section of special-shaped column is L-shaped.
The section of the prefabricated crossbeam 3 is in convex shape, and the two sides of prefabricated crossbeam 3 are equipped with the edge of a wing 11.Described is adjacent pre-
Beam and slab floor or pre-stress floor 10 are embedded between the corresponding edge of a wing 11 of crossbeam 3 processed.
Other positions of main body use lightweight wall plate, such as foam concrete slab, aerated concrete panel, granular polystyrene concrete
Plate etc. is filled, and heat preservation carries out heat insulation decoration integrated construction using decorative integrated plate.
The present invention during installation, builds basic skeleton first, and the reinforcement foundation 9 on prefabricated foundation 5 is penetrated prefabricated stand column 1
One end equipped with the first slip casting duct 6, and grouting material is poured by first grouting port 7 on 1 surface of prefabricated stand column and is realized to prefabricated
The anchoring of column 1 and prefabricated foundation 5 is reserved with column reinforcing bar 2, the end difference of prefabricated crossbeam 3 in the other end of prefabricated stand column 1
It is set on column reinforcing bar 2 by the second reserved slip casting duct 4, column reinforcing bar 2 stretches out outside the second slip casting duct 4, by pre-
The second grouting port 8 injection grouting material on crossbeam 3 processed realizes the anchor connection to prefabricated stand column 1 and prefabricated crossbeam 3, and completes base
The installation of plinth skeleton, then first grouting anchoring prefabricated crossbeam 3 is installed the prefabricated stand column 1 of upper layer skeleton and is filled in working procedure
Slurry anchoring.
Upper layer skeleton is mounted on above basic skeleton, and the column reinforcing bar 2 that 1 end of prefabricated stand column is stretched out outside prefabricated crossbeam 3 is stretched
Enter in the first slip casting duct 6 of the prefabricated stand column 1 of upper layer skeleton, and is injected by first grouting port 7 on 1 surface of prefabricated stand column
Grouting material realizes the anchor connection of upper layer prefabricated skeleton column 1 and basic skeleton prefabricated stand column 1 and prefabricated crossbeam 3, likewise, right
Upper layer skeleton is reconnected above the skeleton of upper layer, can be done in the same fashion anchor connection, realizes multi-storey building structural framework
Installation is fixed.Beam and slab floor or pre-stress floor 10 are embedded between the corresponding edge of a wing 11 of contiguous prefabricated crossbeam 3.Main body other
Position uses lightweight wall plate, such as foam concrete slab, aerated concrete panel, granular polystyrene concrete slab to be filled, and keeps the temperature
Heat insulation decoration integrated construction is carried out using decorative integrated plate.
Certainly, above description is also not limited to the example above, technical characteristic of the present invention without description can by or
It is realized using the prior art, details are not described herein；Above embodiments and attached drawing are only used to illustrate the technical scheme of the present invention not
It is limitation of the present invention, is described the invention in detail referring to preferred embodiment, the ordinary skill people of this field
Member is it should be appreciated that variation, remodeling, the addition that those skilled in the art are made within the essential scope of the present invention
Or replacement also should belong to claims of the invention without departure from spirit of the invention.
Claims (7)
1. a kind of assembled-type house system, including the basic skeleton being connected and fixed by prefabricated crossbeam and prefabricated stand column, basic skeleton
Prefabricated foundation is connected in the bottom of prefabricated stand column, it is characterised in that: the connection of prefabricated stand column and prefabricated crossbeam in basic skeleton
At node and the connecting node of prefabricated stand column and the prefabricated foundation of bottom passes through reserved steel bar anchor connection.
2. assembled-type house system according to claim 1, it is characterised in that: be additionally provided with upper layer on the basic skeleton
Skeleton, upper layer skeleton are connected and fixed by prefabricated crossbeam and prefabricated stand column, the upper layer skeleton between basic skeleton and upper layer skeleton, adjacent
Between it is total by the prefabricated crossbeam between upper layer skeleton between reserved steel bar anchor connection and basic skeleton and upper layer skeleton, adjacent
With.
3. assembled-type house system according to claim 2, it is characterised in that: the reserved steel bar includes reinforcement foundation
With column reinforcing bar, reinforcement foundation is embedded in prefabricated foundation and stretches out prefabricated foundation surface, and column reinforcing bar is embedded in prefabricated stand column
One end and stretch out prefabricated stand column surface along prefabricated stand column length direction, the other end of prefabricated stand column be reserved with for reinforcement foundation or
The first slip casting duct that column reinforcing bar penetrates, and the surface of prefabricated stand column is equipped with and the first slip casting hole link and can be passed through slurry
Realize the first grouting port of anchoring, two ends of prefabricated crossbeam are worn for column reinforcing bar being reserved with prefabricated stand column junction
Enter and run through the second slip casting duct of prefabricated crossbeam, the one end in the second slip casting duct is the second note that can be passed through slurry and realize anchoring
Starch mouth, each prefabricated stand column one end that it reserves column reinforcing bar successively penetrate the second slip casting duct on corresponding prefabricated crossbeam and
First slip casting duct of prefabricated stand column in the skeleton of upper layer.
4. assembled-type house system according to claim 3, it is characterised in that: the prefabricated stand column is in the first injected hole
Road, the prefabricated crossbeam are respectively and fixedly provided with metal bellows in the second slip casting duct.
5. assembled-type house system according to claim 1 or 3, it is characterised in that: the prefabricated stand column is that abnormity is vertical
Column, the section of special-shaped column are in linear type, T shape or L shape.
6. assembled-type house system according to claim 1 or 3, it is characterised in that: the section of the prefabricated crossbeam is in
The two sides of convex shape, prefabricated crossbeam are equipped with the edge of a wing.
7. assembled-type house system according to claim 6, it is characterised in that: the contiguous prefabricated crossbeam it is corresponding
Beam and slab floor or pre-stress floor are embedded between the edge of a wing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910454544.8A CN110306655A (en) | 2019-05-29 | 2019-05-29 | A kind of assembled-type house system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910454544.8A CN110306655A (en) | 2019-05-29 | 2019-05-29 | A kind of assembled-type house system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110306655A true CN110306655A (en) | 2019-10-08 |
Family
ID=68074954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910454544.8A Pending CN110306655A (en) | 2019-05-29 | 2019-05-29 | A kind of assembled-type house system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110306655A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814149A (en) * | 2021-01-07 | 2021-05-18 | 郑晓峰 | Precast concrete member |
-
2019
- 2019-05-29 CN CN201910454544.8A patent/CN110306655A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814149A (en) * | 2021-01-07 | 2021-05-18 | 郑晓峰 | Precast concrete member |
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