CN108867998A - Assembled rural area house integration girder steel and integrated girder steel and wall composite construction - Google Patents
Assembled rural area house integration girder steel and integrated girder steel and wall composite construction Download PDFInfo
- Publication number
- CN108867998A CN108867998A CN201810987141.5A CN201810987141A CN108867998A CN 108867998 A CN108867998 A CN 108867998A CN 201810987141 A CN201810987141 A CN 201810987141A CN 108867998 A CN108867998 A CN 108867998A
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- China
- Prior art keywords
- girder steel
- integrated
- wall
- integration
- rural area
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
- 239000010959 steel Substances 0.000 title claims abstract description 138
- 230000010354 integration Effects 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 238000009434 installation Methods 0.000 claims abstract description 12
- 238000000465 moulding Methods 0.000 claims description 4
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 10
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 206010037660 Pyrexia Diseases 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003100 immobilizing effect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
Abstract
The invention discloses a kind of assembled rural area house integration girder steels, it is characterised in that：Integrated girder steel ontology including similar channel steel structure, it is vertically welded with one piece of stiffening plate contour with side wall along its length in the integrated girder steel body interior central position, the mounting hole of perforation is equipped on the two sides of integrated girder steel ontology and stiffening plate.The integrated girder steel and wall composite construction built using this assembled rural area house integration girder steel are also disclosed simultaneously.The present invention provides assembled rural area house integration girder steel and girder steel and wall composite construction, construction-time can be shortened, installation period 1 ~ 3 day, improve whole shock resistance, the problem of saving most people's expenses of labour and building auxiliary material are taken, and can be built according to landform, and there is no the pollution of generation and weldings.
Description
Technical field
The present invention relates to technical field of buildings more particularly to assembled rural area house integration girder steel and integrated girder steels
With wall composite construction.
Background technique
Present country greatly develops beautiful rural area, is shaken off poverty and set out on the road to prosperity with tourism and accommodation service power-assisted, starts a wheel rural area base
Plinth construction fever.Currently, live large area is built with making during rural infrastructure development still based on brick mix structure,
Time is long, at high cost, and shock resistance is lower, while the problem of adjoint construction pollution and welding.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, assembled rural area house integration girder steel and steel are provided
Beam and wall composite construction, can industrialized production, large area assembled in situ greatly shortens construction-time, installation period 1 ~ 3 day, beam
Integral with wall row, more preferable to improve entirety shock resistance, saving most people's expenses of labour and building auxiliary material are taken and there is no pollute and break
The problem of bad environment.
The technical solution adopted by the present invention is that：
Assembled rural area house integration girder steel, it is characterised in that：Girder steel ontology including similar channel steel structure, in the girder steel
Body interior central position is vertically welded with one piece of stiffening plate contour with side wall along its length, the two of girder steel ontology
Side and stiffening plate are equipped with the mounting hole of perforation.
Further, the girder steel ontology is made of two similar channel steel symmetrical configuration stack combinations, and is symmetrically arranged with and is added
Strong plate.
Further, the trunnion with mounting hole is connected in the side side wall of the girder steel ontology or two sides side wall outside weld.
Further, the trunnion is integrally in linear type, and length is consistent with the length of girder steel ontology, and installation direction is along one
Body girder steel body length direction is simultaneously parallel with the bottom surface of integrated girder steel ontology, the side of the integrated girder steel ontology of trunnion direction
It is welded to connect with the lower sidewall of integrated girder steel ontology.
Further, the entirety of the trunnion also may be designed as " ┛ " shape, vertical portion outwardly, trunnion length and one
The length for changing girder steel ontology is consistent, and horizontal component installation direction is along integrated girder steel body length direction, with integrated girder steel sheet
The bottom surface of body is parallel and is welded to connect with the lower sidewall of integrated girder steel ontology, and the mounting hole is located in trunnion vertical portion
And the height of trunnion vertical portion is less than the height of side wall.
Further, the integrated girder steel ontology, stiffening plate and trunnion a cast molding.
Integrated girder steel and wall composite construction, including the prefabricated profiled wall of modularization, it is characterised in that：Structure further includes
Assembled rural area house integration girder steel, integrated girder steel straight forming is at the length and width dimensions in house or by several integrated steels
Beam is successively welded to connect, and the wall upper and lower ends plug-in type is installed in integrated girder steel and connects using galvanized bolt is fixed
Connect, between the wall and wall inside and outside connect using straight panel connection, right-angle connector or straight panel connector with right angle
Part mixing is fixedly mounted.
Integrated girder steel and wall composite construction, the prefabricated profiled wall of ground beam and modularization including cast in situs,
It is characterized in that：Structure further includes assembled rural area house integration girder steel, integrated girder steel straight forming at house length and width ruler
It is very little or be successively welded to connect by several integrated girder steels, the ground beam and integrated girder steel body fits and integration girder steel
Ontology side insertion ground beam is simultaneously fixed using galvanized bolt, and the wall upper and lower ends plug-in type is installed in girder steel and uses
Galvanized bolt is fixedly connected, between the wall and wall inside and outside connected using straight panel connection, right-angle connector or straight panel
Fitting mixes fixed installation with right-angle connector.
Further, it is equipped at least three straight panel connectors or right-angle connector with the short transverse of lateral edge wall, often
The quantity of the mounting hole of a straight panel connector and right-angle connector is 6, is symmetrically and evenly distributed.
Further, the wall both side surface is connect with girder steel ontology sidewall surfaces, straight panel connector and right angle respectively
Part outer surface flushes.
The beneficial effects of the invention are as follows：
The present invention is to solve during rural infrastructure construction still based on brick mix structure, and live large area is built with making
At high cost if the time is long, shock resistance is lower, while with construction pollution problem, by devising a kind of new assembled rural area room
Room integration girder steel, and carry out quickly assembling with prefabricated profiled wall and constitute house entirety, construction-time, installation week can be shortened
Phase 1 ~ 3 day, whole shock resistance is improved, most people's expenses of labour is saved and building auxiliary material is taken, and can be built according to landform, there is no generate
Pollution and the problem of welding.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of rural house integration girder steel in the present invention.
Fig. 2 is the structural schematic diagram of the small-sized house girder steel in embodiment one with linear type trunnion.
Fig. 3 is the structural schematic diagram of the band small-sized house girder steel of " ┛ " font trunnion in embodiment one.
Fig. 4 is the structural schematic diagram of the middle-size and small-size house girder steel of embodiment two.
Fig. 5 is the structural schematic diagram of the small-sized house girder steel in embodiment two with linear type trunnion.
Fig. 6 is the structural schematic diagram of the band small-sized house girder steel of " ┛ " font trunnion in embodiment two.
Fig. 7 is the structural schematic diagram of integrated girder steel and wall composite construction in the present invention（Galvanized bolt, the connection of part straight panel
Part and right-angle connector and part girder steel are not drawn into）.
Fig. 8 is another angle schematic diagram of Fig. 7.
Fig. 9 is the structural schematic diagram of integrated girder steel and wall composite construction in example IV（Galvanized bolt, part straight panel connect
Fitting and right-angle connector and part girder steel are not drawn into）.
Figure 10 is another angle schematic diagram of Fig. 9.
Specific embodiment
It is right below in conjunction with attached drawing and example in order to be more clearly understood the advantages of making the purpose of the present invention and technical solution
The present invention is further elaborated.
Embodiment one
As shown in attached drawing 1 ~ 3, assembled rural area house integration girder steel, the integrated girder steel ontology 1 including similar channel steel structure,
It is vertically welded with one piece of stiffening plate contour with side wall 11 along its length at integrated 1 center of inside position of girder steel ontology
2, the mounting hole 3 of perforation is equipped on the two sides 11 of integrated girder steel ontology 1 and stiffening plate 2.
In the present embodiment, fixed for the ease of integrated girder steel ontology 1 with ground or top surface supporting element and integrated steel
Beam ontology 1 quickly connects, and is connected in the side side wall 11 of integrated girder steel ontology 1 or 11 outside weld of two sides side wall with mounting hole 3
Trunnion 4.
It is in linear type that trunnion 4 is whole, length direction it is consistent with integration girder steel 1 length of ontology and with integrated girder steel
The bottom surface 12 of ontology 1 is parallel.Side and the lower sidewall 11 of integrated girder steel ontology 1 of the trunnion 4 towards integrated girder steel ontology 1
It is welded to connect.The length of trunnion 4 and position can be adjusted according to assembling demand.
In the present embodiment, in order to provide the connection reliability of trunnion 4 Yu top surface supporting element, the entirety of trunnion 4 can also be designed
For " ┛ " shape, vertical portion is outwardly.4 horizontal component installation direction of trunnion is along integrated 1 length direction of girder steel ontology, with one
Change the bottom surface 12 of girder steel ontology 1 to connect in parallel and with 11 lower weld of side wall of integrated girder steel ontology 1.Mounting hole 3 is located at branch
In 4 vertical portion of ear and the height of 4 vertical portion of trunnion is less than the height of side wall 11.The length of trunnion 4 and position can bases
Assembling demand is adjusted.
Embodiment two
As shown in attached drawing 4 ~ 6, assembled rural area house integration girder steel, including two similar channel steel symmetrical configuration stack combinations structures
At girder steel ontology 1, be vertically welded with one piece along its length at 1 symmetrical two center of inside position of girder steel ontology
The stiffening plate 2 contour with side wall 11 is equipped with the mounting hole 3 of perforation on the two sides of girder steel ontology 1 11 and stiffening plate 2.
The side side wall 11 for the 4 girder steel ontology 1 of trunnion quickly connecting for top surface supporting element and girder steel ontology 1 or two sides side
Wall 11, and use and structure type as embodiment one kind.
In present embodiment, in order to improve the strength and stability of girder steel, girder steel ontology 1, stiffening plate 2 and trunnion 4 can benefits
With casting one-pass molding.
Embodiment three
Such as attached drawing 7 and 8, when being assembled using the integrated girder steel in embodiment one, obtains integrated girder steel and combine knot with wall
Structure, including integrated girder steel and modular wall 5.Integrated girder steel straight forming is at the length and width dimensions in house or by several
Integrated girder steel is once welded to connect processing basis of formation beam and collar tie beam.After ground grading, it connect to be formed with ground by trunnion 4
Immobilizing foundation.Wall 5 is prefabricated in the factory molding according to the size for building house, and upper and lower ends plug-in type is installed to one
Changing in girder steel and passing through mounting hole 3 using galvanized bolt makes wall 5 achieve a fixed connection with integrated girder steel ontology 1.Wall 5
It is bonded at " one " word arrangement when installing, using straight panel connector 6 with mounting hole 3 and zinc-plated inside and outside neighboring walls 5
It is bolted.Wall 5 be rectangular in shape fitting installation when, using with mounting hole 3 inside and outside two pieces of walls 5 of form right angle
Right-angle connector 7 is connected with galvanized bolt.When wall 5 is installed in T-shaped fitting, the inside and outside of two pieces of walls 5 of " T " is constituted
Two sides are connected using straight panel connector 6, right-angle connector 7 with galvanized bolt, i.e. straight panel connector 6 and right-angle connector 7, and
Galvanized bolt connection is all made of between right-angle connector 7 and right-angle connector 7.Top surface supporting element is connect with trunnion 4 for constructing
Roof or other top components.The present embodiment is suitable for one layer of house fast construction.
In the present embodiment, in order to guarantee the bonding strength between wall 5, the short transverse with lateral edge wall 5 is equipped with 3 directly
Plate connector 6 or right-angle connector 7.The quantity of the mounting hole 3 of each straight panel connector 6 and right-angle connector 7 is 6, right
Title is uniformly distributed, and is the mounting hole 3 at least 3 for the fixation of straight panel connector 6 and right-angle connector 7 and one piece of wall 5
It is a.
In the present embodiment, 5 surface of wall is whitewashed for the ease of the later period, the integration girder steel of insertion up and down of wall 5
After ontology 1, is flushed outside the exposed surface of wall 5 and the side wall 11 of integrated girder steel ontology 1, be 5 both side surface of wall or more
Two concave ends, the consistency of thickness of the depth of recess and the side wall 11 of integrated girder steel ontology 1.In adjacent two pieces of walls, 5 two sides table
The connection side of face and straight panel connector 6 perhaps right-angle connector 7 is also recessed the depth and straight panel connector 6 or straight of recess
The consistency of thickness of angle connector 7, it is ensured that the flatness on assembled wall surface.In embodiment, the quantity, length of trunnion 4 with
And position can continuously be arranged according to the actual situation or be spaced setting.
Example IV
Such as attached drawing 9 and 10, when being assembled using the integrated girder steel in embodiment two, obtains integrated girder steel and combine knot with wall
Structure, including ground beam 8, integrated girder steel and modular wall 5.Integrated girder steel straight forming at house length and width dimensions or
Person is successively welded to connect processing basis of formation beam and collar tie beam by several integrated girder steels.Ground beam 8 uses cast-in-place concrete
Into simultaneously reserving hole and the groove cooperated with integrated girder steel ontology 1.The plug-in type of integrated girder steel ontology 1 is mounted on ground
It is then fixed using galvanized bolt on collar tie beam 8.Connection between wall 5 and integrated girder steel ontology 1 and cavity 5 and wall 5
It is identical with embodiment three.When continuing to increase floor, the top of lower layer's wall 5 and the lower part plug-in type installation of upper wall 5
It is fixed in same integrated girder steel ontology 1 and using galvanized bolt.Top surface supporting element connect with trunnion 4 for construct roof or
Other top components of person.In embodiment, the quantity, length of trunnion 4 and position can continuously be arranged according to the actual situation or
The setting of person interval.The present embodiment is suitable for one to three layer of house fast construction.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
The change or replacement expected without creative work, should be covered by the protection scope of the present invention.Therefore, of the invention
Protection scope should be determined by the scope of protection defined in the claims.
Claims (10)
1. assembled rural area house integration girder steel, it is characterised in that：Integrated girder steel ontology including similar channel steel structure,
The integration girder steel body interior central position is vertically welded with one piece of stiffening plate contour with side wall along its length,
The mounting hole of perforation is equipped on the two sides of integrated girder steel ontology and stiffening plate.
2. assembled rural area according to claim 1 house integration girder steel, it is characterised in that：The integration girder steel sheet
Body is made of two similar channel steel symmetrical configuration stack combinations, and is symmetrically arranged with stiffening plate.
3. assembled rural area according to claim 1 or 2 house integration girder steel, it is characterised in that：In the integration
The side side wall of girder steel ontology or two sides side wall outside weld are connected to the trunnion with mounting hole.
4. assembled rural area according to claim 3 house integration girder steel, it is characterised in that：The trunnion is integrally in
Linear type, length direction and integrated girder steel body length direction are consistent and parallel with the bottom surface of integrated girder steel ontology, branch
The side of ear towards integrated girder steel ontology is welded to connect with the lower sidewall of integrated girder steel ontology.
5. assembled rural area according to claim 3 house integration girder steel, it is characterised in that：The entirety of the trunnion is also
May be designed as " ┛ " shape, vertical portion outwardly, trunnion horizontal component installation direction along integrated girder steel body length direction, with
The bottom surface of integrated girder steel ontology it is parallel and be welded to connect under the side wall of integrated girder steel ontology, the mounting hole is located at trunnion
In vertical portion and the height of trunnion vertical portion is less than the height of side wall.
6. assembled rural area according to claim 3 house integration girder steel, it is characterised in that：The integration girder steel sheet
Body, stiffening plate and trunnion a cast molding.
7. integrated girder steel and wall composite construction, including the prefabricated profiled wall of modularization, it is characterised in that：Structure further includes power
Benefit require any one of 1,4 ~ 6 described in assembled rural area house integration girder steel, integrated girder steel straight forming is at house
Length and width dimensions are successively welded to connect by several integrated girder steels, and the wall upper and lower ends plug-in type is installed to integrated steel
Be fixedly connected in beam and using galvanized bolt, between the wall and wall inside and outside using straight panel connection, right-angle connector
Or straight panel connector mixes fixed installation with right-angle connector.
8. integrated girder steel and wall composite construction, the prefabricated profiled wall of ground beam and modularization including cast in situs is special
Sign is：Structure further includes assembled rural area house integration girder steel, integrated steel described in any one of claim 2,4 ~ 6
Beam straight forming is successively welded to connect at the length and width dimensions in house or by several girder steels, the ground beam and integrated girder steel sheet
Body cooperation and integrated girder steel ontology side insertion ground beam are simultaneously fixed, the wall upper and lower ends plug-in type using galvanized bolt
Be installed in integrated girder steel and be fixedly connected using galvanized bolt, between the wall and wall inside and outside connected using straight panel
It connects, right-angle connector or straight panel connector mix fixed installation with right-angle connector.
9. integration girder steel according to claim 7 or 8 and wall composite construction, it is characterised in that：With the height of lateral edge wall
It spends direction and is equipped at least three straight panel connectors or right-angle connector, the mounting hole of each straight panel connector and right-angle connector
Quantity be 6, be symmetrically and evenly distributed.
10. integration girder steel according to claim 7 or 8 and wall composite construction, it is characterised in that：Wall two sides table
Face is flushed with integrated girder steel ontology sidewall surfaces, straight panel connector and right-angle connector outer surface respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810987141.5A CN108867998A (en) | 2018-08-28 | 2018-08-28 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810987141.5A CN108867998A (en) | 2018-08-28 | 2018-08-28 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867998A true CN108867998A (en) | 2018-11-23 |
Family
ID=64322263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810987141.5A Pending CN108867998A (en) | 2018-08-28 | 2018-08-28 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108867998A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439149A (en) * | 2019-07-31 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | A kind of construction method of assembling type partition wall system |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101289880A (en) * | 2008-06-13 | 2008-10-22 | 李永清 | Chute type light steel keel assembled house |
| CN101605951A (en) * | 2006-12-29 | 2009-12-16 | Usg内部股份有限公司 | The meridosternous grid T of wall scroll type spare |
| CN202248519U (en) * | 2011-09-06 | 2012-05-30 | 六安长城钢结构有限公司 | Web reinforced thin-wall type steel purline |
| CN202850215U (en) * | 2012-09-19 | 2013-04-03 | 昆山市恒盛金属材料有限公司 | Channel steel and channel steel connecting structure |
| CN203066350U (en) * | 2012-12-31 | 2013-07-17 | 合肥工业大学 | New-type combined beam externally coated with steel and concrete |
| CN205602988U (en) * | 2016-04-29 | 2016-09-28 | 西继迅达（许昌）电梯有限公司 | Hauler combination formula spandrel girder |
| CN206110483U (en) * | 2016-08-31 | 2017-04-19 | 江苏华木空间结构有限公司 | Steel structure beam |
| CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
| CN207176989U (en) * | 2017-04-14 | 2018-04-03 | 上海开装建筑科技有限公司 | A kind of L-type can leg connector installation assembled integrated light partition wall |
| CN108018942A (en) * | 2017-12-15 | 2018-05-11 | 茅金声 | A kind of light-gauge steel section integrated house frame and its building method |
| CN207686136U (en) * | 2017-12-20 | 2018-08-03 | 山东交通学院 | A kind of steel-concrete composite beam for arranging multidirectional reinforcing bar |
| CN208668764U (en) * | 2018-08-28 | 2019-03-29 | 四川建安装配式工程科技股份有限公司 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
-
2018
- 2018-08-28 CN CN201810987141.5A patent/CN108867998A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101605951A (en) * | 2006-12-29 | 2009-12-16 | Usg内部股份有限公司 | The meridosternous grid T of wall scroll type spare |
| CN101289880A (en) * | 2008-06-13 | 2008-10-22 | 李永清 | Chute type light steel keel assembled house |
| CN202248519U (en) * | 2011-09-06 | 2012-05-30 | 六安长城钢结构有限公司 | Web reinforced thin-wall type steel purline |
| CN202850215U (en) * | 2012-09-19 | 2013-04-03 | 昆山市恒盛金属材料有限公司 | Channel steel and channel steel connecting structure |
| CN203066350U (en) * | 2012-12-31 | 2013-07-17 | 合肥工业大学 | New-type combined beam externally coated with steel and concrete |
| CN205602988U (en) * | 2016-04-29 | 2016-09-28 | 西继迅达（许昌）电梯有限公司 | Hauler combination formula spandrel girder |
| CN206110483U (en) * | 2016-08-31 | 2017-04-19 | 江苏华木空间结构有限公司 | Steel structure beam |
| CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
| CN207176989U (en) * | 2017-04-14 | 2018-04-03 | 上海开装建筑科技有限公司 | A kind of L-type can leg connector installation assembled integrated light partition wall |
| CN108018942A (en) * | 2017-12-15 | 2018-05-11 | 茅金声 | A kind of light-gauge steel section integrated house frame and its building method |
| CN207686136U (en) * | 2017-12-20 | 2018-08-03 | 山东交通学院 | A kind of steel-concrete composite beam for arranging multidirectional reinforcing bar |
| CN208668764U (en) * | 2018-08-28 | 2019-03-29 | 四川建安装配式工程科技股份有限公司 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439149A (en) * | 2019-07-31 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | A kind of construction method of assembling type partition wall system |
| CN110439149B (en) * | 2019-07-31 | 2021-06-04 | 上海市建筑装饰工程集团有限公司 | Construction method of assembled partition wall system |
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Address after: No. 51 Tengfei Avenue, Qingyang District, Chengdu City, Sichuan Province, 610073 Applicant after: Sichuan Construction Installation Engineering Technology Co.,Ltd. Address before: No. 318 Xinye Avenue, Shaqu Town, Dayi County, Chengdu City, Sichuan Province, 611330 Applicant before: SICHUAN JIAN'AN ASSEMBLY ENGINEERING TECHNOLOGY Co.,Ltd. |
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Inventor after: Yu Xiting Inventor after: Li Nianming Inventor after: Yang Jiantao Inventor after: Li Xia Inventor after: Yu Jia Inventor after: Yu Qian Inventor after: Li Yingying Inventor before: Yu Xiting Inventor before: Li Nianming Inventor before: Yang Jiantao |