CN106284644A - A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof - Google Patents
A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof Download PDFInfo
- Publication number
- CN106284644A CN106284644A CN201610886991.7A CN201610886991A CN106284644A CN 106284644 A CN106284644 A CN 106284644A CN 201610886991 A CN201610886991 A CN 201610886991A CN 106284644 A CN106284644 A CN 106284644A
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- steel
- industrialized production
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- structural system
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
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
nullThe invention discloses a kind of residential architecture structural system being applicable to industrialized production and the method for construction thereof of Architectural Structure Design technical field,Including two groups of vertically disposed pre-manufactured steel columns,Described steel I-beam top is connected by steel connector the roof longeron undertaking inclined roof longitudinal load,The space operation formed between pre-manufactured steel column described in two groups connects light board wall body,The present invention uses the method that poured in place concrete and prefabricated components combine,Wherein involved prefabricated components simple in construction,Use standardized designs and industrialized production,And use the assembling of mechanization at the construction field (site),Disclosure satisfy that the requirement of industrial residential architecture structure,And reduce the quantity of prefabricated components and the cost of engineering-built,Improve efficiency of construction,Use light board wall body,Reduce the overall weight of building,And light board wall body has good heat insulation effect,Meet the power conservation requirement of green building.
Description
Technical field
The present invention relates to Architectural Structure Design technical field, a kind of residential architecture knot being applicable to industrialized production
Structure system and method for construction thereof.
Background technology
Traditional residential architecture structural system mainly has shear wall structure, frame structure, Framed Structure with Special-Shaped Columns etc., and it is each
From having pluses and minuses:
Shear wall structure is the most universal, applies in general to little high level and high residential building, and its advantage is: be suitable for inhabitation, practical
Property wide, it is adaptable to building house type variation;Shortcoming is: shear wall structure is unsuitable for industrialization and builds, and it designs unrealized mark
Standardization, prefabricated components are various in style, unrealized industrialized production, and construction complexity, mechanization degree is relatively low;Frame structure is being lived
Using less in building, big compared with construction wall thickness mainly due to cross-section of frame column, impact building uses function, uncomfortable livable
The inhabitation of the people, but frame structure is suitable for large batch of industrialized production and uses;Framed Structure with Special-Shaped Columns, it is possible to make up common
The defect of frame structure, but Special-Shaped Column lateral resistance is poor, and its building height is restricted.
There is presently no a set of residential architecture structural system that can be fully adapted to industrialized production and can solve the problem that above-mentioned
The various defects improved in background, are formed without the standardized designs of prefabricated components, industrialized production and site machinery makeup
Join, to this end, we have proposed a kind of residential architecture structural system being applicable to industrialized production and method of construction comes into operation.
Summary of the invention
It is an object of the invention to provide a kind of residential architecture structural system being applicable to industrialized production and construction side thereof
Method, with solve in above-mentioned background technology propose be formed without the standardized designs of prefabricated components, industrialized production and scene
The problem of motorization assembly.
For achieving the above object, the present invention provides following technical scheme: a kind of residential architecture being applicable to industrialized production
Structural system, including two groups of vertically disposed pre-manufactured steel columns, connects between pre-manufactured steel column described in two groups and has steel I-beam, institute
State steel I-beam top and have the roof longeron undertaking inclined roof longitudinal load, described roof longeron by the connection of steel connector
Circumferential surface be connected with inclined roof by three groups of steel connectors, the space formed between pre-manufactured steel column described in two groups
It is connected with light board wall body.
Preferably, the end of pre-manufactured steel column described in two groups all has link slot, and the two ends, left and right of described steel I-beam set
The steel beam connecting joint suitable with link slot, described steel I-beam is had to be overlapped on link slot by steel beam connecting joint.
Preferably, it is provided with the inclined connecting joint suitable with inclined roof at the two ends, entablature left and right of described steel I-beam
Point.
Preferably, the bottom of described pre-manufactured steel column is socketed with the prefabricated reinforced concrete contiguous block being arranged on earth's surface, and
Being connected by fastening foundation bolt between pre-manufactured steel column with prefabricated reinforced concrete contiguous block, described prefabricated reinforced concrete is even
Connect to connect bottom block and have the embedded sleeve barrel being embedded in underground.
Preferably, the top of described embedded sleeve barrel and earth's surface are positioned at same level.
Preferably, described steel I-beam is provided with two groups of L-shaped and is connected buckle with light board wall body connection, and L-shaped is even
Connect buckle and be positioned at the two ends, left and right of light board wall body, described in two groups, between L-shaped connection buckle, be provided with rock wool filling part.
Preferably, this residential architecture structural system method of construction being applicable to industrialized production specifically comprises the following steps that
S1: after first building site being flattened, embedded sleeve barrel is placed in the pit-hole dug out on earth's surface, and at pre-buried set
What cylinder inside was crisscross binds reinforcing bar, then casting concrete, and prefabricated reinforced concrete contiguous block is fixed on pre-buried set
On cylinder;
S2: pre-manufactured steel column is fixed on prefabricated reinforced concrete contiguous block by fastening foundation bolt, and at two groups
Steel I-beam is overlapped between pre-manufactured steel column;
S3: at steel I-beam entablature welded top steel connector, make top and the roof longeron phase of steel connector
Connect;
S4: the inclined that inclined roof is arranged on two ends, steel I-beam left and right connects on node, wherein inclined roof with
Steel I-beam joint uses angle steel welding to be fixed;
S5: select the steel connector of appropriate length, and steel connector is fixed by welding in the circle of roof longeron
In perimeter surface, make the other end of steel connector contact with inclined roof, play the effect supporting inclined roof.
Compared with prior art, the invention has the beneficial effects as follows: the present invention uses poured in place concrete and prefabricated components
The method combined, wherein involved prefabricated components simple in construction, use standardized designs and industrialized production, and in construction
The on-the-spot assembling using mechanization, it is possible to meet the requirement of industrial residential architecture structure, and reduce prefabricated components
Quantity and the cost of engineering-built, improve efficiency of construction, and wherein the present invention uses service sleeve and prefabricated reinforced concrete to connect
The design of block, it is possible to be greatly enhanced the firmness of this building, uses light board wall body, reduces the overall weight of building, and
Light board wall body has good heat insulation effect, meets the power conservation requirement of green building.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram;
Fig. 2 is explosive view of the present invention;
Fig. 3 is pre-manufactured steel column fixed structure schematic diagram of the present invention;
Fig. 4 is A portion of the present invention schematic enlarged-scale view.
In figure: 1 pre-manufactured steel column, 11 link slots, 12 prefabricated reinforced concrete contiguous blocks, 13 embedded sleeve barrels, 14 securely
Foot bolt, 2 steel I-beams, 21 steel beam connecting joints, 22 inclineds connect node, 3 steel connectors, 4 roof longerons, 5 inclined rooms
Top, 6 light board wall bodies, 7L shape connect buckle, 8 rock wool filling parts.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Referring to Fig. 1-4, the present invention provides a kind of technical scheme: a kind of residential architecture structure being applicable to industrialized production
System, including two groups of vertically disposed pre-manufactured steel columns 1, connects between pre-manufactured steel column 1 described in two groups and has steel I-beam 2, institute
State steel I-beam 2 top and have the roof longeron 4 undertaking inclined roof 5 longitudinal load, described roof by steel connector 3 connection
The circumferential surface of longeron 4 is connected with inclined roof 5 by three groups of steel connectors 3, institute's shape between pre-manufactured steel column 1 described in two groups
The space operation become connects light board wall body 6.
Wherein, the end of pre-manufactured steel column 1 described in two groups all has link slot 11, the two ends, left and right of described steel I-beam 2
Being provided with the steel beam connecting joint 21 suitable with link slot 11, described steel I-beam 2 is by steel beam connecting joint 21 company of being overlapped on
On access slot 11, it is provided with the inclined suitable with inclined roof 5 at the two ends, entablature left and right of described steel I-beam 2 and is connected node
22, the bottom of described pre-manufactured steel column 1 is socketed with the prefabricated reinforced concrete contiguous block 12 being arranged on earth's surface, and pre-manufactured steel column
It is connected by fastening foundation bolt 14 between 1 with prefabricated reinforced concrete contiguous block 12, described prefabricated reinforced concrete contiguous block
Connect bottom 12 and have the embedded sleeve barrel 13 being embedded in underground, use service sleeve 13 and the knot of prefabricated reinforced concrete contiguous block 12
Structure, it is possible to be greatly increased the firmness of this building, the top of described embedded sleeve barrel 13 and earth's surface are positioned at same level, described work
Word girder steel 2 is provided with two groups of L-shaped and is connected buckle 7 with light board wall body 6 connection, and L-shaped connects buckle 7 and is positioned at light lath
The two ends, left and right of body of wall 6, are provided with rock wool filling part 8 between L-shaped connection buckle 7 described in two groups.
This residential architecture structural system method of construction being applicable to industrialized production specifically comprises the following steps that
S1: after first building site being flattened, embedded sleeve barrel 13 is placed in the pit-hole dug out on earth's surface, and pre-buried
What sleeve 13 inside was crisscross binds reinforcing bar, then casting concrete, and is fixed on by prefabricated reinforced concrete contiguous block 12
On embedded sleeve barrel 13;
S2: pre-manufactured steel column 1 is fixed on prefabricated reinforced concrete contiguous block 12 by fastening foundation bolt 14, and
Steel I-beam 2 is overlapped between two groups of pre-manufactured steel columns 1;
S3: at steel I-beam 2 entablature welded top steel connector 3, make top and the roof longeron of steel connector 3
4 connect;
S4: the inclined that inclined roof 5 is arranged on steel I-beam about 2 two ends connects on node 22, wherein in inclined room
Top 5 uses angle steel to weld with steel I-beam 2 joint and is fixed;
S5: select the steel connector 3 of appropriate length, and steel connector 3 is fixed by welding in roof longeron 4
On circumferential surface, make the other end of steel connector 3 contact with inclined roof 5, play the effect supporting inclined roof 5.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, permissible
Understand and these embodiments can be carried out multiple change without departing from the principles and spirit of the present invention, revise, replace
And modification, the scope of the present invention be defined by the appended.
Claims (7)
1. it is applicable to a residential architecture structural system for industrialized production, including two groups of vertically disposed pre-manufactured steel columns (1),
It is characterized in that: connecting between pre-manufactured steel column (1) described in two groups has steel I-beam (2), described steel I-beam (2) top to pass through
Steel connector (3) connects the roof longeron (4) undertaking inclined roof (5) longitudinal load, the circumference on described roof longeron (4)
Surface is connected with inclined roof (5) by three groups of steel connectors (3), is formed described in two groups between pre-manufactured steel column (1)
Space operation connects light board wall body (6).
A kind of residential architecture structural system being applicable to industrialized production the most according to claim 1, it is characterised in that: two
The end organizing described pre-manufactured steel column (1) all has link slot (11), and the two ends, left and right of described steel I-beam (2) are provided with and are connected
The steel beam connecting joint (21) that groove (11) is suitable, described steel I-beam (2) is overlapped on connection by steel beam connecting joint (21)
On groove (11).
A kind of residential architecture structural system being applicable to industrialized production the most according to claim 1, it is characterised in that: institute
State and be provided with the inclined suitable with inclined roof (5) at the two ends, entablature left and right of steel I-beam (2) and be connected node (22).
A kind of residential architecture structural system being applicable to industrialized production the most according to claim 1, it is characterised in that: institute
The bottom stating pre-manufactured steel column (1) is socketed with the prefabricated reinforced concrete contiguous block (12) being arranged on earth's surface, and pre-manufactured steel column
(1) it is connected by fastening foundation bolt (14) with between prefabricated reinforced concrete contiguous block (12), described prefabricated reinforced concrete
Contiguous block (12) bottom connects the embedded sleeve barrel (13) being embedded in underground.
A kind of residential architecture structural system being applicable to industrialized production the most according to claim 4, it is characterised in that: institute
The top stating embedded sleeve barrel (13) is positioned at same level with earth's surface.
A kind of residential architecture structural system being applicable to industrialized production the most according to claim 1, it is characterised in that: institute
State steel I-beam (2) to be provided with two groups of L-shaped with light board wall body (6) connection and be connected buckle (7), and L-shaped connects buckle (7)
It is positioned at the two ends, left and right of light board wall body (6), described in two groups, between L-shaped connection buckle (7), is provided with rock wool filling part (8).
7. one kind uses the residential architecture structural system being applicable to industrialized production as claimed in claim 1, it is characterised in that:
This residential architecture structural system method of construction being applicable to industrialized production specifically comprises the following steps that
S1: after first building site being flattened, embedded sleeve barrel (13) is placed in the pit-hole dug out on earth's surface, and at pre-buried set
The internal crisscross wiretie of cylinder (13), then casting concrete, and prefabricated reinforced concrete contiguous block (12) is fixed
On embedded sleeve barrel (13);
S2: pre-manufactured steel column (1) is fixed on prefabricated reinforced concrete contiguous block (12) by fastening foundation bolt (14), and
Steel I-beam (2) is overlapped between two groups of pre-manufactured steel columns (1);
S3: at steel I-beam (2) entablature welded top steel connector (3), makes the top of steel connector (3) indulge with roof
Beam (4) connects;
S4: the inclined that inclined roof (5) are arranged on steel I-beam (2) two ends, left and right connects on node (22), wherein at inclined
Roof (5) uses angle steel to weld with steel I-beam (2) joint and is fixed;
S5: select the steel connector (3) of appropriate length, and steel connector (3) is fixed by welding in roof longeron (4)
Circumferential surface on, make the other end of steel connector (3) contact with inclined roof (5), play and support inclined roof (5)
Effect.
Priority Applications (1)
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CN201610886991.7A CN106284644B (en) | 2016-10-11 | 2016-10-11 | A kind of residential architecture structural system and its method of construction suitable for industrialized production |
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CN201610886991.7A CN106284644B (en) | 2016-10-11 | 2016-10-11 | A kind of residential architecture structural system and its method of construction suitable for industrialized production |
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CN106284644A true CN106284644A (en) | 2017-01-04 |
CN106284644B CN106284644B (en) | 2019-11-22 |
Family
ID=57717831
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CN201610886991.7A Expired - Fee Related CN106284644B (en) | 2016-10-11 | 2016-10-11 | A kind of residential architecture structural system and its method of construction suitable for industrialized production |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106988464A (en) * | 2017-04-20 | 2017-07-28 | 贵州蓝图新材料股份有限公司 | A kind of ardealite is combined flat floor |
CN107268776A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten wall building with roof truss |
CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
CN107435375A (en) * | 2017-10-11 | 2017-12-05 | 庞众 | Civilian assembling, assembled building |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000303556A (en) * | 1999-04-19 | 2000-10-31 | Hiroaki Kikuchi | Framework construction method using laminated wood |
US20030033759A1 (en) * | 2001-08-20 | 2003-02-20 | Evelio Pina | Form assembly for forming an eave, a roof slab, and a perimeter beam in a monolithic structure |
CN1893815A (en) * | 2003-12-18 | 2007-01-10 | 大出武久 | Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse |
CN103790239A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Light inner wall and I-steel beam connection piece |
CN104452967A (en) * | 2014-11-28 | 2015-03-25 | 北京东方昊炅科技发展有限公司 | Ecological wooden house system |
CN204456958U (en) * | 2015-02-02 | 2015-07-08 | 北京赛博思建筑设计有限公司 | Local delamination assembling type steel structure low story dwelling structure |
CN204940536U (en) * | 2015-08-25 | 2016-01-06 | 湖北金义实业有限公司 | A kind of rapid assembling house adopting light composite wallboard and lightweight steel construction |
CN205421657U (en) * | 2016-02-03 | 2016-08-03 | 重庆子韩园林景观设计有限公司 | Supporting structure of wood structure building roof modelled after an antique |
-
2016
- 2016-10-11 CN CN201610886991.7A patent/CN106284644B/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000303556A (en) * | 1999-04-19 | 2000-10-31 | Hiroaki Kikuchi | Framework construction method using laminated wood |
US20030033759A1 (en) * | 2001-08-20 | 2003-02-20 | Evelio Pina | Form assembly for forming an eave, a roof slab, and a perimeter beam in a monolithic structure |
CN1893815A (en) * | 2003-12-18 | 2007-01-10 | 大出武久 | Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse |
CN103790239A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Light inner wall and I-steel beam connection piece |
CN104452967A (en) * | 2014-11-28 | 2015-03-25 | 北京东方昊炅科技发展有限公司 | Ecological wooden house system |
CN204456958U (en) * | 2015-02-02 | 2015-07-08 | 北京赛博思建筑设计有限公司 | Local delamination assembling type steel structure low story dwelling structure |
CN204940536U (en) * | 2015-08-25 | 2016-01-06 | 湖北金义实业有限公司 | A kind of rapid assembling house adopting light composite wallboard and lightweight steel construction |
CN205421657U (en) * | 2016-02-03 | 2016-08-03 | 重庆子韩园林景观设计有限公司 | Supporting structure of wood structure building roof modelled after an antique |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106988464A (en) * | 2017-04-20 | 2017-07-28 | 贵州蓝图新材料股份有限公司 | A kind of ardealite is combined flat floor |
CN107268776A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten wall building with roof truss |
CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
CN107268776B (en) * | 2017-07-21 | 2024-01-26 | 上海宝钢建筑工程科技有限公司 | Slat wall house with roof truss |
CN107435375A (en) * | 2017-10-11 | 2017-12-05 | 庞众 | Civilian assembling, assembled building |
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Publication number | Publication date |
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