CN101914949A - Assembled housing and manufacturing method thereof - Google Patents
Assembled housing and manufacturing method thereof Download PDFInfo
- Publication number
- CN101914949A CN101914949A CN 201010258721 CN201010258721A CN101914949A CN 101914949 A CN101914949 A CN 101914949A CN 201010258721 CN201010258721 CN 201010258721 CN 201010258721 A CN201010258721 A CN 201010258721A CN 101914949 A CN101914949 A CN 101914949A
- Authority
- CN
- China
- Prior art keywords
- mentioned
- steel mesh
- wall body
- mesh reinforcement
- assembled housing
- 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.)
- Granted
Links
Images
Abstract
The invention discloses an assembled housing and a manufacturing method thereof. The assembled housing comprises bearing ground beam components, beam-column components, wall components, floor components and roofing components, all components are made of light aggregate concrete slabs in which fabric reinforcements are arranged, wherein the frames of doors and windows are preset on the wall components; the components are assembled together by fasteners according to the conventional housing design requirements, and the fasteners are made of thick steel plates, respectively arranged at the positions to be connected of the components according to design requirements and respectively welded with the main reinforcing steel bars of the fabric reinforcements of the components; and correspondingly connected fasteners are fixedly locked together. Compared with the prior art, the assembled housing taking light aggregate concrete as a main material has the advantages of high structural strength, long service life and good soundproof, heat-insulated and antiflaming effects, and can reach the national standard of building energy efficiency of 50 to 65 percent.
Description
Technical field
The present invention relates to building energy saving field, specifically is a kind of assembled housing and preparation method thereof.
Background technology
The assembly type prefabricated house be a kind of be skeleton with light steel, with the composite plate is cladding, carry out the house of space combining with standard module series, adopt bolt to connect between its each member, have lighter weight, can carry out the advantage of assembly and disassembly quickly and easily, but its structural strength was compared with permanent construction with application life, a certain distance is all arranged, and its sound insulation, heat insulation, flame retardant effect is relatively poor, does not meet the building energy conservation requirement.
Summary of the invention
The purpose of this invention is to provide and a kind ofly can reach building energy conservation requirement, structural strength height, long service life and flameproof effect assembled housing preferably.
Another object of the present invention provides the preparation method of above-mentioned assembled housing.
To achieve these goals, the present invention adopts following technical scheme:
Assembled housing, comprise load-bearing ground beam, the beam column member, wall body construction, floor member and roofing element, above-mentioned each member is made by the light aggregate concrete plate that is built-in with steel mesh reinforcement, wherein, be shaped on door on the wall body construction in advance, frame outside window, above-mentioned each member is combined and installed together by securing member according to the house designing requirement of routine, above-mentioned securing member adopts steel plate to make, above-mentioned securing member is arranged at the pending connection position of above-mentioned each member respectively according to designing requirement, and above-mentioned securing member welds together with the main reinforcement of the steel mesh reinforcement of above-mentioned each member respectively, locks together by bolt between the corresponding coupled fasteners.
Be respectively arranged with the two-layer above-mentioned steel mesh reinforcement that parallels along its thickness direction in above-mentioned wall body construction and the floor member.
Offer the through hole that wears for above-mentioned bolt on the above-mentioned securing member, this through hole is a bar hole.
The joint of above-mentioned each member is folded with weather strip respectively.
Above-mentioned light aggregate concrete plate forms every m by steel mesh reinforcement and light aggregate concrete cast
3Light aggregate concrete mainly make by following raw material:
Cement 380-480 Kg
Water 230-240 Kg
Haydite 601-689 Kg
Pottery sand 499-545 Kg.
The preparation method of assembled housing, realize as follows:
One, member designs: design required load-bearing ground beam, beam column member, wall body construction, floor member and roofing element according to the house designing requirement of routine;
Two, the steel mesh reinforcement of member is made: according to the house component designing requirement of routine, and the required steel mesh reinforcement of above-mentioned each member of colligation;
Three, the making of securing member, installation: adopt steel plate to make securing member, each securing member is arranged at the pending connection position of above-mentioned each member, and each securing member welded together with the main reinforcement of the steel mesh reinforcement of above-mentioned each member respectively, and on securing member, offer the through hole that passes for bolt respectively;
Four, cast member: the steel mesh reinforcement of each member is placed mould respectively, in mould, pour into a mould light aggregate concrete again, form and be built-in with the light aggregate concrete plate of steel mesh reinforcement, thereby obtain each member; Wherein, wall body construction is put into door, frame outside window as required in advance in mould before cast, make door, outside window frame one moulding by casting in wall body construction;
Five, component conservation: each member behind the moulding by casting is carried out stream curing;
Six, member assembling: assemble according to house designing requirement each member after to maintenance, the member of corresponding connection is locked together by above-mentioned securing member and bolt.
In the above-mentioned steps two, when the steel mesh reinforcement of colligation wall body construction and floor member, the two-layer steel mesh reinforcement that parallels is set respectively along the thickness direction of wall body construction and floor member.
In the above-mentioned steps three, the through hole on the above-mentioned securing member is made bar hole.
In the above-mentioned steps four, every m
3Above-mentioned light aggregate concrete is mainly made by following raw material:
Cement 380-480 Kg
Water 230-240 Kg
Haydite 601-689 Kg
Pottery sand 499-545 Kg.
In the above-mentioned steps six, during assembling, be folded with weather strip respectively at the joint of above-mentioned each member.
After adopting such scheme, assembled housing of the present invention, each member is made by the light aggregate concrete plate that is built-in with steel mesh reinforcement, and securing member is welded on respectively on the main reinforcement of steel mesh reinforcement of each member, locks together by bolt between the corresponding coupled fasteners.Because light aggregate concrete is than the every m of common stone concrete
3About one ton in light weight, and has a structural strength height, long service life, sound insulation, heat insulation, advantage that flame retardant effect is good, therefore, compared with prior art, the present invention is the assembled housing of main material with light aggregate concrete, has the structural strength height, long service life, sound insulation, heat insulation, flame retardant effect be advantage preferably, can reach the national standard of building energy conservation 50-65%.Make assembled housing by the inventive method, can carry out batch production production, make the building waste of building site reduce to minimum flow.And installation and maintenance are convenient, and the construction period is short, are particularly suitable for the application of single 2-3 layers of building structure in building in open-air outlying district.As in conjunction with solar energy and wind-power electricity generation or utilize biogas to produce energy-saving and environmental protection, comfortable human settlement.
Description of drawings
Fig. 1 is the connection diagram of two members of corresponding connection among the present invention;
Fig. 2 is the structural representation of a pair of securing member used among Fig. 1.
The specific embodiment
Assembled housing of the present invention, comprise load-bearing ground beam, beam column member, wall body construction, floor member and roofing element, each member is made by the light aggregate concrete plate that is built-in with steel mesh reinforcement, each member is combined and installed together by securing member according to the house designing requirement of routine, securing member adopts steel plate to make, securing member is arranged at the pending connection position of each member respectively according to designing requirement, and securing member welds together with the main reinforcement of the steel mesh reinforcement of each member respectively, locks together by bolt between the corresponding coupled fasteners.
The preparation method of assembled housing of the present invention, realize as follows:
One, member designs: design required load-bearing ground beam, beam column member, wall body construction, floor member and roofing element according to the house designing requirement of routine;
Two, the steel mesh reinforcement of member is made: according to the house component designing requirement of routine, and the required steel mesh reinforcement of above-mentioned each member of colligation;
Three, the making of securing member, installation: adopt the steel plate punching press to make securing member, each securing member is arranged at the pending connection position of each member respectively according to designing requirement, and securing member welded together with the main reinforcement of the steel mesh reinforcement of each member respectively, make its weight that can bear whole member, and on securing member, offer the through hole that passes for bolt respectively;
Four, cast member: make corresponding mould according to the shape of each member, mould is placed on the teeming stage, the steel mesh reinforcement of each member is placed mould respectively, in mould, pour into a mould light aggregate concrete again, formation is built-in with the light aggregate concrete plate of steel mesh reinforcement, thereby obtains each member; Wherein, wall body construction is put into door, frame outside window as required in advance in mould before cast, makes door, frame one moulding by casting (is treated after the wall body construction lifting door leaf, sash to be installed again) in wall body construction outside window; Can be when the moulding by casting according to designing requirement, with the decorative material for wall surface one-time cast-forming on the external surface of wall body construction.
Five, component conservation: each member behind the moulding by casting is carried out stream curing, can adopt the portable maintenance curtain of steam is installed on teeming stage;
Six, member assembling: after each component conservation is finished, accomplishing fluently on the ground of ground, load-bearing ground beam is installed earlier, on load-bearing ground beam, other members is installed according to the house designing requirement again, the member of corresponding connection is locked together by above-mentioned securing member and bolt;
In the above-mentioned steps two,, when the steel mesh reinforcement of colligation wall body construction and floor member, the two-layer steel mesh reinforcement that parallels is set respectively along the thickness direction of wall body construction and floor member for satisfying wall plate member and floor member at the force request in when lifting.
In the above-mentioned steps three, the through hole on the above-mentioned securing member is made bar hole, be beneficial to when macroseism, can slightly move, and do not cause the securing member fracture.
In the above-mentioned steps four, every m
3Above-mentioned light aggregate concrete is mainly made by following raw material:
Cement 380-480 Kg
Water 230-240 Kg
Haydite 601-689 Kg
Pottery sand 499-545 Kg.
The light aggregate haydite of domestic production at present mainly contains leca, haydites of book structure and lytag.It is leca and haydites of book structure that market is used more, and the unit weight of leca is from 300 grades-800 grades, cylindrical compress strength 1.5-5Mpa.500 grades-900 grades of haydites of book structure unit weights, cylindrical compress strength 4-8Mpa can satisfy the technical requirements of producing light aggregate concrete c20-c40.Among the present invention, used haydite (pottery sand) can adopt more leca (pottery sand) or the haydites of book structure (pottery sand) of application on the market.
In the above-mentioned steps four, can be embedded with conduit as required, hook or installing rack also can one-body moldedly as required be arranged on the wall body construction, can be used for suspended item or household electrical appliances (as geyser, air-conditioning) are installed, the end face of roofing element can one-body moldedly as required have installing rack, can be used for installing solar panels.
In the above-mentioned steps six, during assembling, can press from both sides respectively at the joint of above-mentioned each member and establish weather strip, to improve the sealing performance of joint.
Among the present invention, the syndeton of each member as shown in Figure 1, 2, being connected with two wall body constructions is example, wall body construction 1 and wall body construction 2 right angle intersections link together, its crossing joint is folded with weather strip 5, to improve the sealing performance of joint.Link together by a pair of securing member (securing member 3 and securing member 4) between wall body construction 1 and the wall body construction 2.
Wall body construction 1 is formed by steel mesh reinforcement 11 and light aggregate concrete 12 cast.
Wall body construction 2 is formed by steel mesh reinforcement 21 and light aggregate concrete 22 cast.
Securing member 3 is straight platy structure, and the main reinforcement 111 of the steel mesh reinforcement 11 of the back side of securing member 3 and wall body construction 1 welds together, and the external surface of the front of securing member 3 and wall body construction 2 flushes, and offers the through hole 31 that passes for bolt on the securing member 3.
Securing member 4 is L shaped structure, the main reinforcement 211 of the steel mesh reinforcement 21 of the back side of the first arm of securing member 4 and wall body construction 2 welds together, the external surface of the front of the first arm of securing member 4 and wall body construction 2 flushes, and offers on second arm of securing member 4 and through hole 31 corresponding through holes 41.Through hole 41 is a bar hole, is beneficial to when macroseism and can slightly moves, and do not cause the securing member fracture.
During installation, wall body construction 1 and wall body construction 2 are placed, and on the joint of wall body construction 1 and wall body construction 2 folder weather strip 5, installing hole is got in position corresponding to the through hole 31 of securing member 3 on wall body construction 1, again second arm of securing member 4 is fitted in the front of securing member 3, through hole 31 is alignd with through hole 41, and locking bolt 6 can lock together wall body construction 1 and wall body construction 2.
Claims (10)
1. assembled housing, it is characterized in that: comprise load-bearing ground beam, the beam column member, wall body construction, floor member and roofing element, above-mentioned each member is made by the light aggregate concrete plate that is built-in with steel mesh reinforcement, wherein, be shaped on door on the wall body construction in advance, frame outside window, above-mentioned each member is combined and installed together by securing member according to the house designing requirement of routine, above-mentioned securing member adopts steel plate to make, above-mentioned securing member is arranged at the pending connection position of above-mentioned each member respectively according to designing requirement, and above-mentioned securing member welds together with the main reinforcement of the steel mesh reinforcement of above-mentioned each member respectively, locks together by bolt between the corresponding coupled fasteners.
2. assembled housing according to claim 1 is characterized in that: be respectively arranged with the two-layer above-mentioned steel mesh reinforcement that parallels along its thickness direction in above-mentioned wall body construction and the floor member.
3. assembled housing according to claim 1 is characterized in that: offer the through hole that wears for above-mentioned bolt on the above-mentioned securing member, this through hole is a bar hole.
4. assembled housing according to claim 1 is characterized in that: the joint of above-mentioned each member is folded with weather strip respectively.
5. assembled housing according to claim 1 is characterized in that: above-mentioned light aggregate concrete plate forms every m by steel mesh reinforcement and light aggregate concrete cast
3Light aggregate concrete mainly make by following raw material:
Cement 380-480 Kg
Water 230-240 Kg
Haydite 601-689 Kg
Pottery sand 499-545 Kg.
6. the preparation method of assembled housing is characterized in that: realize as follows:
One, member designs: design required load-bearing ground beam, beam column member, wall body construction, floor member and roofing element according to the house designing requirement of routine;
Two, the steel mesh reinforcement of member is made: according to the house component designing requirement of routine, and the required steel mesh reinforcement of above-mentioned each member of colligation;
Three, the making of securing member, installation: adopt steel plate to make securing member, each securing member is arranged at the pending connection position of above-mentioned each member, and each securing member welded together with the main reinforcement of the steel mesh reinforcement of above-mentioned each member respectively, and on securing member, offer the through hole that passes for bolt respectively;
Four, cast member: the steel mesh reinforcement of each member is placed mould respectively, in mould, pour into a mould light aggregate concrete again, form and be built-in with the light aggregate concrete plate of steel mesh reinforcement, thereby obtain each member; Wherein, wall body construction is put into door, frame outside window as required in advance in mould before cast, make door, outside window frame one moulding by casting in wall body construction;
Five, component conservation: each member behind the moulding by casting is carried out stream curing;
Six, member assembling: assemble according to house designing requirement each member after to maintenance, the member of corresponding connection is locked together by above-mentioned securing member and bolt.
7. the preparation method of assembled housing according to claim 6, it is characterized in that: in the above-mentioned steps two, when the steel mesh reinforcement of colligation wall body construction and floor member, the two-layer steel mesh reinforcement that parallels is set respectively along the thickness direction of wall body construction and floor member.
8. the preparation method of assembled housing according to claim 6 is characterized in that: in the above-mentioned steps three, the through hole on the above-mentioned securing member is made bar hole.
9. the preparation method of assembled housing according to claim 6 is characterized in that: in the above-mentioned steps four, and every m
3Above-mentioned light aggregate concrete is mainly made by following raw material:
Cement 380-480 Kg
Water 230-240 Kg
Haydite 601-689 Kg
Pottery sand 499-545 Kg.
10. the preparation method of assembled housing according to claim 6 is characterized in that: in the above-mentioned steps six, during assembling, be folded with weather strip respectively at the joint of above-mentioned each member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102587214A CN101914949B (en) | 2010-08-20 | 2010-08-20 | Assembled housing and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102587214A CN101914949B (en) | 2010-08-20 | 2010-08-20 | Assembled housing and manufacturing method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101914949A true CN101914949A (en) | 2010-12-15 |
| CN101914949B CN101914949B (en) | 2012-07-04 |
Family
ID=43322571
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102587214A Expired - Fee Related CN101914949B (en) | 2010-08-20 | 2010-08-20 | Assembled housing and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101914949B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105948597A (en) * | 2016-06-16 | 2016-09-21 | 西安建筑科技大学 | Light-weight aggregate concrete capable of effectively utilizing coal gangue slag |
| CN106978860A (en) * | 2017-05-26 | 2017-07-25 | 河南鑫型建筑科技有限公司 | A kind of anti-vibration house construction method |
| CN107687210A (en) * | 2017-10-12 | 2018-02-13 | 河北丽建丽筑集成房屋有限公司 | A kind of method of construction of full prefabricated buildings |
| CN109736491A (en) * | 2018-12-24 | 2019-05-10 | 安徽山水空间装饰有限责任公司 | A kind of moisture-proof construction technology method in plasterboard corner |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87210558U (en) * | 1987-09-18 | 1988-09-14 | 锦州市菱镁制品厂 | Magnesite conorete moving house |
| EP0558315A1 (en) * | 1992-02-27 | 1993-09-01 | Rey-Chin Chu | Prefabricated built-up building construction |
| CN1337513A (en) * | 2001-09-25 | 2002-02-27 | 邱则有 | Light combined wall core board |
| CN2538878Y (en) * | 2002-05-21 | 2003-03-05 | 易国增 | Small building frame structure |
| CN101725259A (en) * | 2008-10-11 | 2010-06-09 | 黄昆 | Modular house architectural structure and construction method thereof |
-
2010
- 2010-08-20 CN CN2010102587214A patent/CN101914949B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87210558U (en) * | 1987-09-18 | 1988-09-14 | 锦州市菱镁制品厂 | Magnesite conorete moving house |
| EP0558315A1 (en) * | 1992-02-27 | 1993-09-01 | Rey-Chin Chu | Prefabricated built-up building construction |
| CN1337513A (en) * | 2001-09-25 | 2002-02-27 | 邱则有 | Light combined wall core board |
| CN2538878Y (en) * | 2002-05-21 | 2003-03-05 | 易国增 | Small building frame structure |
| CN101725259A (en) * | 2008-10-11 | 2010-06-09 | 黄昆 | Modular house architectural structure and construction method thereof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105948597A (en) * | 2016-06-16 | 2016-09-21 | 西安建筑科技大学 | Light-weight aggregate concrete capable of effectively utilizing coal gangue slag |
| CN106978860A (en) * | 2017-05-26 | 2017-07-25 | 河南鑫型建筑科技有限公司 | A kind of anti-vibration house construction method |
| CN107687210A (en) * | 2017-10-12 | 2018-02-13 | 河北丽建丽筑集成房屋有限公司 | A kind of method of construction of full prefabricated buildings |
| CN109736491A (en) * | 2018-12-24 | 2019-05-10 | 安徽山水空间装饰有限责任公司 | A kind of moisture-proof construction technology method in plasterboard corner |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101914949B (en) | 2012-07-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8615938B2 (en) | Cast curtain wall unit for assembling a cast curtain wall and cast curtain wall assembled from the same | |
| CN101487305B (en) | Self-bearing self-heat preserving assembly type building external wall system | |
| CN101725259B (en) | Modular house architectural structure and construction method thereof | |
| CN103993679B (en) | Low layer assembling combined wall house bolt connection node structure | |
| CN202248499U (en) | Outer wall prefabricated slab in framework structure | |
| CN106522359A (en) | Total-prefabricated rural residential class composite wall structure system and construction method thereof | |
| CN101914949B (en) | Assembled housing and manufacturing method thereof | |
| CN2885971Y (en) | Composite thermal insulation board for external wall | |
| CN106836469A (en) | A kind of assembled architecture | |
| CN107938934B (en) | Composite reinforced wood skeleton wallboard and on-site rapid assembly method | |
| CN201141157Y (en) | Environment-protection energy-saving assembled house | |
| CN2370077Y (en) | Pouring connection assembled house prefabricated plate | |
| CN107246095A (en) | A kind of compound floor modules of steel skeleton | |
| CN206205140U (en) | A kind of full assembled villages and small towns local-style dwelling houses class composite wall structure system | |
| CN214833995U (en) | Split sandwich type external wall panel | |
| CN205894353U (en) | Assembled concrete shear force wall | |
| CN209585413U (en) | A kind of compound superimposed sheet | |
| CN204252379U (en) | Super large Prefabricated exterior wall heat-insulation plate | |
| CN209099576U (en) | The metope structure of lightweight steel construction assembly building | |
| CN112726888A (en) | Plate rib type external hanging wallboard and manufacturing process | |
| CN2705514Y (en) | Polystyrene thermal insulation wall | |
| CN202969631U (en) | Full-assembly integrally poured combined type wall | |
| CN2437772Y (en) | Inorganic glass fibre reinforced plastic square-hole building board | |
| CN205476374U (en) | House is opened in advance to prefabricated assembled | |
| CN201395908Y (en) | Cavity-type small-framework heat-preservation heat-insulation clad plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20150820 |
|
| EXPY | Termination of patent right or utility model |