CN106930401A - A kind of assembled industrialization steel structure house - Google Patents
A kind of assembled industrialization steel structure house Download PDFInfo
- Publication number
- CN106930401A CN106930401A CN201511009032.9A CN201511009032A CN106930401A CN 106930401 A CN106930401 A CN 106930401A CN 201511009032 A CN201511009032 A CN 201511009032A CN 106930401 A CN106930401 A CN 106930401A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- sleeve
- wall
- prefabricated panel
- roof truss
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of assembled industrialization steel structure house, is related to a kind of construction engineering technical field.The invention includes roof system, superstructure and wall body structure, superstructure is fixed in concrete foundation, wall body structure is arranged on the surrounding of superstructure, roof system is arranged on the upper end of wall body structure, wall body structure includes at least one piece prefabricated panel being made up of armored concrete, be provided with prefabricated panel it is some be made up of reinforcing bar and Longitudinal extending vertical muscle, vertical muscle two ends are respectively positioned at the top and bottom of prefabricated panel, and the end countersunk head of vertical muscle is arranged in prefabricated panel, embedded nut is fixed with least one end of vertical muscle, prefabricated panel includes load bearing wall, load bearing wall includes wall column, the upper end of wall column is provided with back timber, the lower end of wall column is provided with bottom girder, bottom girder is fixedly connected by crab-bolt with concrete foundation.The present invention is reasonable in design, it is easy to manufactures, can realize the quick assembling of building, is effectively improved construction environment, and construction cost is greatly reduced, and reduces energy loss.
Description
Technical field
The present invention relates to a kind of construction engineering technical field, more particularly to a kind of assembled industrialization
Steel house.
Background technology
Light-weight Steel Structures building system was born in for 20 beginnings of the century, was used widely after World War II.
Because light section steel structure assembled-type house has series of advantages, current this system turned into the U.S.,
The important form of the developed country such as Japan, Australia residential housing, and in light section steel structure assembled
The design of dwelling house system, manufacture and installation are very perfect, and its special designs software can be short
Complete design, drawing, quantities statistics and construction costs, also achieve on structure manufacture in time
The standardization of height and factorial praluction.
At present, China's steel yield has occupied first place in the world, and country also encourages in progressively adjustment policy
Development steel construction, the condition that China greatly develops steel construction is ripe, is just stepping into steel construction development
Gold period.With reform and opening-up, the light section steel structure enterprise of developed country and corresponding product and
Technology constantly pours in the gateway of a country, and then light section steel structure house is also developed rapidly.
Present light section steel structure assembled-type house is main by wall, superstructure, roof system and enclosed structure group
Into.But existing light section steel structure assembled-type house complex structure, high cost.
The content of the invention
Weak point present in regarding to the issue above, the present invention provides a kind of assembled industrialization steel
Structure house, makes its reasonable in design, it is easy to manufacture, and can realize the quick assembling of building, has
Effect improves construction environment, realizes the construction of assembled-type house truly, is greatly reduced and is built into
This, reduces energy loss.
In order to solve the above problems, the present invention provides a kind of assembled industrialization steel structure house, wherein,
Including roof system, superstructure and wall body structure, the superstructure is fixed in concrete foundation, the wall knot
Structure is arranged on the surrounding of the superstructure, and the roof system is arranged on the upper end of wall body structure, the wall knot
Structure includes at least one piece prefabricated panel being made up of armored concrete, is provided with some in the prefabricated panel
Be made up of reinforcing bar and Longitudinal extending vertical muscle, the vertical muscle two ends respectively positioned at prefabricated panel upper end and
Lower end, and the end countersunk head of the vertical muscle is arranged in the prefabricated panel, in the vertical muscle extremely
Few one end is fixed with embedded nut, and the prefabricated panel includes load bearing wall, and the load bearing wall includes wall column,
The upper end of the wall column is provided with back timber, and the lower end of the wall column is provided with bottom girder, and the bottom girder passes through
Crab-bolt is fixedly connected with the concrete foundation, and the two sides of the wall column sets support member, the support
Part is wallboard or band steel band, and the end of load bearing wall is provided with outer turning, is set in the middle part of the load bearing wall
Interior turning is equipped with, top is provided with lintel at the door and window opening of the load bearing wall.
Preferably, the wall body structure inner side is additionally provided with assembled-type house PC prefabricated components and installs knot
Structure, the assembled-type house PC prefabricated components mounting structures include：
Caging system is installed, the installation caging system includes plural first sleeve, first sleeve
The top side elevation of the prefabricated components is embedded in advance, has been bolted plural spacing angle steel；
Support fixed system, the support fixed system includes plural second sleeve, the second sleeve
It is embedded in the prefabricated components bottom and top in advance respectively, the second sleeve of the prefabricated components bottom passes through
The second sleeve that bolt connection has plural shape steel bracket, the prefabricated components top has been bolted
Plural adjustable diagonal bracing；
Demoulding Lift-on/Lift-off System, the demoulding Lift-on/Lift-off System includes plural 3rd sleeve, the 3rd sleeve
The prefabricated components are embedded in advance, have been bolted plural number lifting steel plate connector；
To ties link system, the model sheetinstallat includes plural number the to model sheetinstallat to ties link system
Four sleeves, the 4th sleeve is embedded in the prefabricated components and cast-in-place structural junction in advance, is connected with multiple
Number Screw arbor with nut at both-ends；
Leveling system, the leveling system includes plural 5th sleeve, and the 5th sleeve is embedded in institute in advance
The top of prefabricated components is stated, plural regulating bolt is connected with.
Preferably, the upper end of the prefabricated panel is provided with least one hoisting component, the hoisting component
It is detachably connected with the vertical muscle upper end or prefabricated on the prefabricated panel, neighbouring two pieces
Described vertical muscle between the prefabricated panel corresponds and sets and can connect knot by the vertical muscle
Structure is connected.
Preferably, the superstructure includes the floor beam of horizontally arranged supporting floow load, the flooring
The surrounding of beam is provided with U-shaped side bar, together with the U-shaped side bar is fixed by screws in floor beam,
Angle iron connecting piece is provided with the U-shaped side bar, the angle iron connecting piece is by crab-bolt and coagulation soil matrix
Plinth is fixed together, and is connected by band steel band between floor beam, is set every 3.5m along band steel band direction
A rigid strutting piece or X-shaped support are put, floorboard, the U-shaped side are equipped with the floor beam
Damp-proof layer is provided between beam and concrete foundation.
Preferably, also including roof truss crossbeam and roof truss cant beam, one end of the roof truss cant beam passes through screw
It is fixed together with roof truss crossbeam, the other end is fixed together by angle iron connecting piece with ridge member,
Roof truss cross beam support is provided with roof truss crossbeam, the roof truss cant beam lower flange is provided with roof truss cant beam branch
Support, is provided with main support between roof truss crossbeam and roof truss cant beam, and pair is provided with above the main support
Support, is provided with roof boarding, the ridge member C-shaped steel and U-shaped steel group on the roof truss cant beam
Close and formed.
Preferably, wall leg is provided between two pieces of neighbouring prefabricated panels so as to upper and lower
Casting space is formed between two adjacent prefabricated panels of floor, the vertical muscle attachment structure is arranged on
Casting space is interior and floor horizontal bar is additionally provided with casting space, cast-in-place coagulation in the casting space
Soil.
Preferably, being provided with least one between two pieces of neighbouring prefabricated panels can adjust pre-
The jacking apparatus of wall-plate level processed.
Compared with prior art, the present invention has advantages below：
1st, it is reasonable in design, it is easy to manufacture, the quick assembling of building can be realized, it is effectively improved and applies
Work environment, realizes the construction of assembled-type house truly, and construction cost is greatly reduced, and reduces
Energy loss.
2nd, constructed by factorial praluction and assembled in situ, building waste can be greatly decreased and building is dirty
Water, reduces construction noise, reduces the discharge of pernicious gas and dust, reduces site operation and custodian
Member.
3rd, structural strength is high, secure and reliable connection, and component precision is higher, can improve to greatest extent
The common quality defects such as wall crazing, seepage, and improve house safety integrity level, fire line and durability.
4th, simple structure, convenient disassembly, other load bearing walls reduction by more than 20% of the cost than in the market.
Brief description of the drawings
Fig. 1 is embodiments of the invention structural representation；
Fig. 2 is the connection diagram of embodiments of the invention load bearing wall and concrete foundation；
Fig. 3 is the structure schematic diagram of embodiments of the invention wall column and support member；
Fig. 4 is the structural representation of embodiments of the invention superstructure；
Fig. 5 is the structural representation of embodiments of the invention roof system.
Specific embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to
Accompanying drawing is described in further detail with example to the present invention, but example is not as to the present invention
Restriction.
As shown in Figures 1 to 5, embodiments of the invention include roof system, superstructure and wall body structure,
Superstructure is fixed in concrete foundation 1, and wall body structure is arranged on the surrounding of superstructure, and roof system is arranged on
The upper end of wall body structure, wall body structure includes at least one piece prefabricated panel being made up of armored concrete
11, be provided with prefabricated panel 11 it is some be made up of reinforcing bar and Longitudinal extending vertical muscle, indulge muscle two ends
Respectively positioned at the top and bottom of prefabricated panel 11, and vertical muscle end countersunk head be arranged on it is prefabricated
In wallboard 11, embedded nut is fixed with least one end of vertical muscle, prefabricated panel 11 includes load-bearing
Wall 4, load bearing wall 4 includes wall column 10, and the upper end of wall column 10 is provided with back timber 15, wall column 10
Lower end be provided with bottom girder 15, bottom girder 15 is fixedly connected by crab-bolt 17 with concrete foundation 1,
The two sides of wall column 10 sets support member, and support member is wallboard or band steel band, at the end of load bearing wall 4
Portion is provided with outer turning 13, and the middle part of load bearing wall 4 is provided with interior turning 3, the door and window of load bearing wall 4
Top is provided with lintel 12 at opening.
Wall body structure inner side is additionally provided with assembled-type house PC prefabricated components mounting structures, assembled
House PC prefabricated components mounting structures include：Caging system is installed, installing caging system is included again
Several first sleeves, the pre-buried top side elevation in prefabricated components of the first sleeve, have been bolted
The spacing angle steel of plural number；Support fixed system, support fixed system includes plural second sleeve, second
Sleeve is embedded in prefabricated components bottom and top in advance respectively, and the second sleeve of prefabricated components bottom passes through spiral shell
Tether and be connected to plural shape steel bracket, the second sleeve on prefabricated components top has been bolted plural number
Adjustable diagonal bracing；Demoulding Lift-on/Lift-off System, demoulding Lift-on/Lift-off System includes plural 3rd sleeve, 3rd sleeve
Prefabricated components are embedded in advance, plural number lifting steel plate connector has been bolted；Model sheetinstallat is to drawing
Bar connection system, model sheetinstallat includes plural 4th sleeve to ties link system, and 4th sleeve is pre-
Prefabricated components and cast-in-place structural junction are embedded in, plural Screw arbor with nut at both-ends is connected with；Leveling system, adjusts
Flat system includes plural 5th sleeve, and 5th sleeve is embedded in the top of prefabricated components in advance, is connected with multiple
Number regulating bolt.
The upper end of prefabricated panel 11 is provided with least one hoisting component, hoisting component and vertical muscle upper end
Be detachably connected or prefabricated on prefabricated panel 11, neighbouring two pieces of prefabricated panels 11 it
Between vertical muscle correspond and set and can be connected by vertical muscle attachment structure.
Superstructure includes the floor beam 5 of horizontally arranged supporting floow load, and the surrounding of floor beam 5 sets
U-shaped side bar 2 is equipped with, together with U-shaped side bar 2 is fixed by screws in floor beam 5, U-shaped side
Angle iron connecting piece 24 is provided with beam 2, angle iron connecting piece 24 is by crab-bolt 17 and coagulation soil matrix
Plinth 1 is fixed together, and is connected by band steel band 18 between floor beam 5, along 18 directions of band steel band
One rigid strutting piece 19 or X-shaped support 22 are set every 3.5m, are equipped with floor beam 5
Floorboard 21, is provided with damp-proof layer 14 between U-shaped side bar 2 and concrete foundation 1.
Also include roof truss crossbeam 7 and roof truss cant beam 8, one end of roof truss cant beam 8 passes through screw and room
Frame crossbeam 7 is fixed together, and the other end is fixed on by angle iron connecting piece 24 with ridge member 29
Together, roof truss cross beam support 25 is provided with roof truss crossbeam 7, the lower flange of roof truss cant beam 8 is set
There is roof truss cant beam to support 27, main support 26 be provided between roof truss crossbeam 7 and roof truss cant beam 8,
Main support 26 is provided with secondary support 28 above, and roof boarding 9, ridge are provided with roof truss cant beam 8
Component 29C shapes steel and U-shaped steel combine to be formed.
Wall leg is provided between two pieces of neighbouring prefabricated panels 11 so as to neighbouring
Casting space is formed between two prefabricated panels of floor 11, vertical muscle attachment structure is arranged on and pours
Floor horizontal bar is additionally provided with space and in casting space, cast-in-place concrete in casting space.On
Under be provided with least one between adjacent two pieces of prefabricated panels 11 and can adjust the height of prefabricated panel 11
Jacking apparatus.
The foregoing description of the disclosed embodiments, enable professional and technical personnel in the field realize or
Use the present invention.Various modifications to these embodiments for those skilled in the art will
Be it will be apparent that generic principles defined herein can not depart from it is of the invention spirit or
In the case of scope, realize in other embodiments.Therefore, the present invention is not intended to be limited to this
These embodiments shown in text, and be to fit to and principles disclosed herein and features of novelty phase one
The scope most wide for causing.
Claims (7)
1. a kind of assembled industrialization steel structure house, it is characterised in that including roof system, superstructure and
Wall body structure, the superstructure is fixed in concrete foundation, and the wall body structure is arranged on the superstructure
Surrounding, the roof system is arranged on the upper end of wall body structure, the wall body structure include at least one piece by
The prefabricated panel that armored concrete is made, is provided with some being made up of reinforcing bar and longitudinal direction in the prefabricated panel
The vertical muscle for extending, the vertical muscle two ends are located at the top and bottom of prefabricated panel respectively, and described vertical
The end countersunk head of muscle is arranged in the prefabricated panel, is fixed with least one end of the vertical muscle pre-buried
Nut, the prefabricated panel includes load bearing wall, and the load bearing wall includes wall column, the upper end of the wall column
Back timber is provided with, the lower end of the wall column is provided with bottom girder, and the bottom girder passes through crab-bolt and the coagulation
Earth foundation is fixedly connected, and the two sides of the wall column sets support member, and the support member is wallboard or band steel
Band, outer turning is provided with the end of load bearing wall, and interior turning, institute are provided with the middle part of the load bearing wall
State top at the door and window opening of load bearing wall and be provided with lintel.
2. assembled industrialization steel structure house as claimed in claim 1, it is characterised in that institute
State wall body structure inner side and be additionally provided with assembled-type house PC prefabricated components mounting structures, the assembled
House PC prefabricated components mounting structures include：
Caging system is installed, the installation caging system includes plural first sleeve, first sleeve
The top side elevation of the prefabricated components is embedded in advance, has been bolted plural spacing angle steel；
Support fixed system, the support fixed system includes plural second sleeve, the second sleeve
It is embedded in the prefabricated components bottom and top in advance respectively, the second sleeve of the prefabricated components bottom passes through
The second sleeve that bolt connection has plural shape steel bracket, the prefabricated components top has been bolted
Plural adjustable diagonal bracing；
Demoulding Lift-on/Lift-off System, the demoulding Lift-on/Lift-off System includes plural 3rd sleeve, the 3rd sleeve
The prefabricated components are embedded in advance, have been bolted plural number lifting steel plate connector；
To ties link system, the model sheetinstallat includes plural number the to model sheetinstallat to ties link system
Four sleeves, the 4th sleeve is embedded in the prefabricated components and cast-in-place structural junction in advance, is connected with multiple
Number Screw arbor with nut at both-ends；
Leveling system, the leveling system includes plural 5th sleeve, and the 5th sleeve is embedded in institute in advance
The top of prefabricated components is stated, plural regulating bolt is connected with.
3. assembled industrialization steel structure house as claimed in claim 2, it is characterised in that institute
The upper end for stating prefabricated panel is provided with least one hoisting component, the hoisting component and the vertical muscle upper end
Be detachably connected or prefabricated on the prefabricated panel, neighbouring two pieces of prefabricated panels it
Between described vertical muscle correspond set and can by the vertical muscle attachment structure be connected.
4. assembled industrialization steel structure house as claimed in claim 3, it is characterised in that institute
Floor beam of the superstructure including horizontally arranged supporting floow load is stated, the surrounding of the floor beam is provided with
U-shaped side bar, together with the U-shaped side bar is fixed by screws in floor beam, on the U-shaped side bar
Angle iron connecting piece is provided with, the angle iron connecting piece is fixed together by crab-bolt with concrete foundation,
Connected by band steel band between floor beam, one rigid support is set every 3.5m along band steel band direction
Part or X-shaped are supported, and floorboard, the U-shaped side bar and concrete foundation are equipped with the floor beam
Between be provided with damp-proof layer.
5. assembled industrialization steel structure house as claimed in claim 4, it is characterised in that also
Including roof truss crossbeam and roof truss cant beam, one end of the roof truss cant beam is fixed by screw with roof truss crossbeam
Together, the other end is fixed together by angle iron connecting piece with ridge member, is set on roof truss crossbeam
There is roof truss cross beam support, the roof truss cant beam lower flange is provided with the support of roof truss cant beam, in roof truss crossbeam
Main support is provided with and roof truss cant beam between, secondary support, the roof truss are provided with above the main support
Roof boarding is provided with cant beam, the ridge member C-shaped steel and U-shaped steel combine to be formed.
6. assembled industrialization steel structure house as claimed in claim 5, it is characterised in that on
Under be provided with wall leg so as in two neighbouring buildings between adjacent two pieces of prefabricated panels
Form casting space between the prefabricated panel of layer, the vertical muscle attachment structure be arranged in casting space and
Floor horizontal bar, cast-in-place concrete in the casting space are additionally provided with casting space.
7. assembled industrialization steel structure house as claimed in claim 6, it is characterised in that on
Under be provided with least one between adjacent two pieces of prefabricated panels and can adjust prefabricated panel height
Jacking apparatus.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511009032.9A CN106930401A (en) | 2015-12-31 | 2015-12-31 | A kind of assembled industrialization steel structure house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511009032.9A CN106930401A (en) | 2015-12-31 | 2015-12-31 | A kind of assembled industrialization steel structure house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106930401A true CN106930401A (en) | 2017-07-07 |
Family
ID=59459390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511009032.9A Pending CN106930401A (en) | 2015-12-31 | 2015-12-31 | A kind of assembled industrialization steel structure house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106930401A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558603A (en) * | 2017-11-06 | 2018-01-09 | 确山县久华住宅工业有限责任公司 | A kind of assembled arthitecutral structure system and its construction method |
| CN107859331A (en) * | 2017-11-01 | 2018-03-30 | 鲁中锦 | Reinforced concrete anchors fill the method for construction of formula house |
| CN109653378A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | The complete low multi-story structure of load moduleization and its construction technology |
| CN110093975A (en) * | 2019-05-31 | 2019-08-06 | 广西理工职业技术学校 | A kind of rural area assembled-type house |
| CN111155709A (en) * | 2020-02-05 | 2020-05-15 | 重庆大学 | Assembled roof truss system |
| CN115233806A (en) * | 2022-07-18 | 2022-10-25 | 甘肃万得绿色建筑有限责任公司 | Cold-formed thin-walled steel house wall positioning moisture-proof device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07279239A (en) * | 1994-04-12 | 1995-10-24 | Tateyama Alum Ind Co Ltd | External facing construction of building |
| CN103306371A (en) * | 2013-06-09 | 2013-09-18 | 中国建筑第八工程局有限公司 | Manufacturing and mounting structure of PC prefabricated part of prefabricated house |
| CN203977573U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | Light section steel structure assembled-type house |
| CN105113659A (en) * | 2015-08-19 | 2015-12-02 | 周兆弟 | Prefabrication wall of prefabricated house |
-
2015
- 2015-12-31 CN CN201511009032.9A patent/CN106930401A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07279239A (en) * | 1994-04-12 | 1995-10-24 | Tateyama Alum Ind Co Ltd | External facing construction of building |
| CN103306371A (en) * | 2013-06-09 | 2013-09-18 | 中国建筑第八工程局有限公司 | Manufacturing and mounting structure of PC prefabricated part of prefabricated house |
| CN203977573U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | Light section steel structure assembled-type house |
| CN105113659A (en) * | 2015-08-19 | 2015-12-02 | 周兆弟 | Prefabrication wall of prefabricated house |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859331A (en) * | 2017-11-01 | 2018-03-30 | 鲁中锦 | Reinforced concrete anchors fill the method for construction of formula house |
| CN107558603A (en) * | 2017-11-06 | 2018-01-09 | 确山县久华住宅工业有限责任公司 | A kind of assembled arthitecutral structure system and its construction method |
| CN109653378A (en) * | 2018-12-14 | 2019-04-19 | 成都建工工业化建筑有限公司 | The complete low multi-story structure of load moduleization and its construction technology |
| CN110093975A (en) * | 2019-05-31 | 2019-08-06 | 广西理工职业技术学校 | A kind of rural area assembled-type house |
| CN111155709A (en) * | 2020-02-05 | 2020-05-15 | 重庆大学 | Assembled roof truss system |
| CN111155709B (en) * | 2020-02-05 | 2024-05-28 | 重庆大学 | Assembled roof truss system |
| CN115233806A (en) * | 2022-07-18 | 2022-10-25 | 甘肃万得绿色建筑有限责任公司 | Cold-formed thin-walled steel house wall positioning moisture-proof device |
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Application publication date: 20170707 |
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