CN110306655A - A kind of assembled-type house system - Google Patents

A kind of assembled-type house system Download PDF

Info

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
Application number
CN201910454544.8A
Other languages
Chinese (zh)
Inventor
吕绪亮
刘彬
李宝鑫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong Mingruida New Technology Research Institute Co Ltd
Original Assignee
Shandong Mingruida New Technology Research Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shandong Mingruida New Technology Research Institute Co Ltd filed Critical Shandong Mingruida New Technology Research Institute Co Ltd
Priority to CN201910454544.8A priority Critical patent/CN110306655A/en
Publication of CN110306655A publication Critical patent/CN110306655A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • E04B1/215Connections specially adapted therefor comprising metallic plates or parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination, staggered storeys small buildings
    • E04H1/02Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • E04H1/04Apartment 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

A kind of assembled-type house system
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.
CN201910454544.8A 2019-05-29 2019-05-29 A kind of assembled-type house system Pending CN110306655A (en)

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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814149A (en) * 2021-01-07 2021-05-18 郑晓峰 Precast concrete member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814149A (en) * 2021-01-07 2021-05-18 郑晓峰 Precast concrete member

Similar Documents

Publication Publication Date Title
CN107299699B (en) Assembled cavity shear wall horizontal joint Alveolus type dry type connection structure
CN107989227A (en) A kind of assembled steel reinforced concrete shear walls structure and its preparation and installation method
CN105696817B (en) A kind of multilayer cold formed steel is integral prefabricated to assemble house and its joining method
CN108951962A (en) A kind of autoclaved aerated concrete slab exterior wall and construction method
CN2931627Y (en) Framework and wall panel combination floor
CN108842944A (en) A kind of assembled light composite thermo-insulating wall board and preparation method thereof and installation method
CN110306655A (en) A kind of assembled-type house system
CN204370562U (en) A kind of frame structure, frame structure body
CN2784496Y (en) Reinforced concrete prefabricated plate
CN108643585A (en) Precast concrete sandwich heat preservation Side fascia and its preparation construction method
CN212104748U (en) Connection structure of firm installation of full precast floor
CN108005264A (en) A kind of steel framework constraint precast reinforced concrete shear wall structure and preparation and installation method
CN108005265A (en) A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method
CN207739438U (en) A kind of strip frame precast reinforced concrete shear wall structure
CN208202224U (en) A kind of prefabricated steel reinforced concrete shear wall structure of multilayer
CN207739437U (en) A kind of prefabricated steel reinforced concrete shear wall structure
CN207453108U (en) A kind of full prefabricated buildings system
CN206512898U (en) A kind of lightweight assembled composite floor
CN206616695U (en) A kind of concrete panel and girt strip floor dry type connecting node
CN109779135A (en) Steel construction assembled ecological house wallboard and installation method
CN104594670A (en) Building structure system of fabricated transformer substation
CN205296893U (en) Embedded steel construction assembly house
CN210421398U (en) Assembled house system
CN209760435U (en) assembled steel tube bundle concrete wall type frame structure system
CN207228393U (en) A kind of prefabricated assembled exterior wall horizontal connection structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination