CN104631617B - A kind of building bearing structural member and its assembly method - Google Patents
A kind of building bearing structural member and its assembly method Download PDFInfo
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- CN104631617B CN104631617B CN201310566791.XA CN201310566791A CN104631617B CN 104631617 B CN104631617 B CN 104631617B CN 201310566791 A CN201310566791 A CN 201310566791A CN 104631617 B CN104631617 B CN 104631617B
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Abstract
The invention discloses a kind of building bearing structural member and its assembly method, the building bearing structural member is mainly made up of crossbeam and column, the crossbeam is constituted by building big plate transverse frame, the column is constituted by building the big vertical framework of plate, and the crossbeam and/or column are fixedly connected by the big plate transverse frame of building and/or the big vertical framework of plate of building.Load-bearing structural member disclosed by the invention can be used not only for carrying the weight of building, but also for building the framework of big plate, therefore, building structure is not only simplified, and also a saving construction material, reduce construction link.
Description
Technical field
The present invention relates to field of house buildings, more particularly to a kind of building bearing structural member and its assembly method.
Background technology
At present, supporting frame structure is widely used in field of house buildings.One complete supporting frame structural construction
At least include：The big plate of building of building bearing frame structure and the tape frame in building bearing frame structure（Including outer
Wallboard, lining）.
Existing supporting frame structural construction builds the building bearing framework knot being made up of post and beam first in construction
Structure, the building bearing frame structure is used for carrying building construction weight；Then the big plate of building of tape frame is installed.
In above-mentioned existing supporting frame structural construction, for installing the big plate of the building with frame（Side fascia and lining）'s
Build big plate framework does not have any help not only to building bearing structure, but also into the load of building bearing structure,
Increased the burden of building bearing structure.
The content of the invention
In view of the above problems, the present invention provide it is a kind of overcome above mentioned problem or solve the above problems at least in part one
Plant building bearing structural member and its assembly method.
According to one aspect of the present invention, there is provided a kind of building bearing structural member, mainly it is made up of crossbeam and column, its
It is characterised by, the crossbeam is constituted by building big plate transverse frame, the column is constituted by building the big vertical framework of plate, the horizontal stroke
Beam and/or column are fixedly connected by the big plate transverse frame of building and/or the big vertical framework of plate of building.
Alternatively, it is provided with connecting portion on the big plate transverse frame of the building and vertical framework；
The crossbeam and/or column are fixedly connected by building big plate transverse frame and/or building the big vertical framework of plate, are had
Body includes：The crossbeam and/or column are consolidated by building big plate transverse frame and/or building the connecting portion on the big vertical framework of plate
Fixed connection.
Alternatively, the crossbeam is built big plate transverse frame and is constituted by adjacent multiple；
The column is built the big vertical framework of plate and is constituted by adjacent multiple；
The crossbeam and/or column are fixed and connected by the big plate transverse frame of building and/or the vertical framework of the big plate of building
Connect, specifically include：The crossbeam and/or column are vertical by multiple adjacent big plate transverse frames of building and/or the big plate of building
Connecting portion on framework is fixedly connected.
Alternatively, the crossbeam and/or column are erected by multiple adjacent big plate transverse frames of building and/or the big plate of building
It is fixedly connected to the connecting portion on framework, this is fixedly connected and specifically includes：Straight line is connected and/or right angle connection and/or fourth
Word is connected and/or cross connection.
Alternatively, the crossbeam and/or column are any one in C-type steel, channel-section steel, rectangle steel or I-steel or many
Kind.
Alternatively, the big plate transverse frame of building and the/big vertical framework of plate of building are fixedly connected as welding and/or bolt
Connection.
According to another aspect of the present invention, a kind of assembly method of building bearing structural member, methods described bag are additionally provided
Include：
The transverse frame that big plate will be built constitutes the crossbeam of the building bearing structural member；
The vertical framework that big plate will be built constitutes the column of the building bearing structural member；
The crossbeam and/or column are fixed by the big plate transverse frame of building and/or the big vertical framework of plate of building
Connection.
Alternatively, it is provided with connecting portion on the big plate transverse frame of the building and vertical framework；
The crossbeam and/or column are fixedly connected by building big plate transverse frame and/or building the big vertical framework of plate, are had
Body includes that the crossbeam and/or column are consolidated by building big plate transverse frame and/or building the connecting portion on the big vertical framework of plate
Fixed connection.
Alternatively, the crossbeam is built big plate transverse frame and is constituted by adjacent multiple；
The column is built the big vertical framework of plate and is constituted by adjacent multiple；
The crossbeam and/or column are fixed by the big plate transverse frame of building and/or the big vertical framework of plate of building
Connection, specifically includes：By the crossbeam and/or column by multiple adjacent big plate transverse frames of building and/or the big plate of building
Connecting portion on vertical framework is fixedly connected.
Alternatively, the crossbeam and/or column are by multiple adjacent big plate transverse frames and/or vertical frameworks built
Connecting portion is fixedly connected, and this is fixedly connected and specifically includes：Straight line connect and/or right angle connection and/or T-shaped connection and/
Or cross connection.
The present invention at least has following technique effect：
The embodiment of the present invention is big by building by will build the transverse frame of big plate as the crossbeam of building bearing structural member
The vertical framework of plate as building bearing structural member column, the crossbeam and column of the building bearing structural member constitute carrying building
While the supporting frame of thing weight, also as the big plate of building（Such as Side fascia, lining, garage door wall, garage Liang Qiang）'s
Framework, therefore, it is to avoid existing supporting frame structure first builds supporting frame, then installs the big plate framework of building and building is big
Plate, causes to build the problem of load of the big plate framework as building bearing structure.Further, based on the present invention, this area skill
Art personnel, can be preset with transverse frame in the factory in advance when implementing（Building bearing structural member crossbeam）With vertical framework
（Building bearing structural member column）The big plate of building, in construction, when complete building bearing structural member construction while
The installation for building big plate is completed, compared to existing technology, it is not necessary to which the big plate of building is installed again, therefore, not only simplify building
Structure, and also a saving construction material, reduce construction link, improve speed of application, reduce construction costs.
Described above is only the general introduction of technical solution of the present invention, in order to better understand technological means of the invention,
And can be practiced according to the content of specification, and in order to allow the above and other objects of the present invention, feature and advantage can
Become apparent, below especially exemplified by specific embodiment of the invention.
Brief description of the drawings
By reading the detailed description of hereafter preferred embodiment, various other advantages and benefit is common for this area
Technical staff will be clear understanding.Accompanying drawing is only used for showing the purpose of preferred embodiment, and is not considered as to the present invention
Limitation.And in whole accompanying drawing, identical part is denoted by the same reference numerals.In the accompanying drawings：
Fig. 1 shows a kind of structural representation of building bearing structural member according to an embodiment of the invention;
The big sheet frame of building when Fig. 2-1 shows that crossbeam according to an embodiment of the invention 1 and/or column 2 are C-type steel
Frame cross section structure schematic diagram;
Fig. 2-2 shows that two C-type steel crossbeams according to an embodiment of the invention and/or column are connected with welding manner
Cross section structure schematic diagram together;
Fig. 2-3 shows that C-type steel crossbeam according to an embodiment of the invention is shown with the stereochemical structure that welding manner is connected
It is intended to;
The big plate framework of building when Fig. 3-1 shows that crossbeam according to an embodiment of the invention and/or column are channel-section steel
Cross section structure schematic diagram;
The cross section structure schematic diagram that two groove profile goosenecks of Fig. 3-2 and/or column are linked together with welding manner;
Fig. 3-3 shows that two groove profile goosenecks according to an embodiment of the invention and/or column are connected with welding manner
The dimensional structure diagram being connected together;
The big sheet frame of building when Fig. 4-1 shows that crossbeam according to an embodiment of the invention and/or column are square shaped steel
Frame cross section structure schematic diagram;
The cross section structure schematic diagram that two square shaped steel crossbeams of Fig. 4-2 and/or column are linked together with welding manner;
Fig. 4-3 shows that two square shaped steel crossbeams according to an embodiment of the invention and/or column are connected with welding manner
The dimensional structure diagram being connected together;
Fig. 5-1 shows the solid of the crossbeam for not setting connecting portion according to an embodiment of the invention and/or column connection
Structural representation;
Fig. 5-2 shows the solid of the crossbeam connected by connecting portion according to an embodiment of the invention and/or column
Structural representation;
Fig. 6-1 shows that C-type steel according to an embodiment of the invention builds the stereochemical structure signal of the big vertical framework of plate
Figure;
Fig. 6-2 shows that C-type steel according to an embodiment of the invention builds another stereochemical structure of the big vertical framework of plate
Schematic diagram;
Fig. 6-3 shows the column that the big vertical framework of plate of two pieces of buildings according to an embodiment of the invention is connected with right angle
Cross-sectional configuration schematic diagram;
Fig. 6-4 shows the solid that the big vertical framework of plate of two pieces of buildings according to an embodiment of the invention is connected with right angle
Organigram;
Fig. 7-1 shows the column that the big vertical framework of plate of three pieces of buildings according to an embodiment of the invention is connected with T-shaped
Cross-sectional configuration schematic diagram;
Fig. 7-2 shows the solid that the big vertical framework of plate of three pieces of buildings according to an embodiment of the invention is connected with T-shaped
Structural representation;
Fig. 8-1 shows the section that the big vertical framework of plate of four pieces of buildings according to an embodiment of the invention is connected with cross
Organigram;
Fig. 8-2 shows the solid that the big vertical framework of plate of four pieces of buildings according to an embodiment of the invention is connected with cross
Structural representation;
Fig. 9 shows that the big plates transverse direction of the buildings adjacent by multiple according to an embodiment of the invention/vertical framework is constituted
Load-bearing structural member dimensional structure diagram.
Specific embodiment
The exemplary embodiment of the disclosure is more fully described below with reference to accompanying drawings.Although showing the present invention in accompanying drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the present invention without should be by embodiments set forth here
Limited.Conversely, there is provided these embodiments are able to be best understood from the present invention, and can be by the scope of the present invention
Complete conveys to those skilled in the art.
Embodiment one
Reference picture 1, Fig. 1 shows a kind of structural representation of building bearing structural member of present invention offer, the load-bearing
Structural member is mainly made up of crossbeam 1, column 2, the crossbeam 1 is constituted by building big plate transverse frame, and the column 2 is big by building
The vertical framework composition of plate, the crossbeam 1 and/or column 2 are by the big plate transverse frame of building and/or the big vertical frame of plate of building
Frame is fixedly connected.
In the load-bearing structural member that the present invention is provided, the crossbeam of load-bearing structural member simultaneously as the transverse frame of the big plate of building,
The column of load-bearing structural member simultaneously as the longitudinal framing of the big plate of building, for convenience of description, hereafter referred to collectively as crossbeam, column.
Further, the big plate transverse frame of the building and the/big vertical framework of plate of building be fixedly connected can to weld,
Can be bolt connection or other connected modes, as long as can be by linking together that crossbeam 1 and column 2 are stablized, the present invention
It is without limitation.
Wherein, crossbeam 1 and/or column 2 are shaped steel, during it can be specifically C-type steel, channel-section steel, rectangle steel or I-steel
Any one or more.
Specifically,
The big plate cross section structure schematic diagram of building when Fig. 2-1 shows that crossbeam 1 and/or column 2 are C-type steel, Fig. 2-2 shows
C-type steel with welding manner is connected to one for two C-type steel crossbeams 11,12 of two blocks of big plates of building of framework by pad 3
The cross section structure schematic diagram for rising；Fig. 2-3 shows the three-dimensional knot that C-type steel crossbeam 11 and C-type steel crossbeam 12 are connected with welding manner
Structure schematic diagram.
The big plate cross section structure schematic diagram of building when Fig. 3-1 shows that crossbeam 1 and/or column 2 are channel-section steel, Fig. 3-2 shows
U-steel is connected to welding manner for two groove profile goosenecks 11,12 of two blocks of big plates of building of framework by pad 3
Cross section structure schematic diagram together；Fig. 3-3 shows that channel steel cross beam 11 and channel steel cross beam 12 are cut with the solid that welding manner is connected
Face structural representation.
The big plate cross section structure schematic diagram of building when Fig. 4-1 shows that crossbeam 1 and/or column 2 are rectangle steel, Fig. 4-2 shows
Two square shaped steel crossbeams 11,12 for having gone out two blocks of big plates of building that square shaped steel is framework are connected with welding manner by pad 3
Cross section structure schematic diagram together；Fig. 4-3 shows what rectangle gooseneck 11 and rectangle gooseneck 12 were connected with welding manner
Three-dimensional cross section structure schematic diagram.
In another embodiment of the invention, the big plate transverse frame of building of composition crossbeam 1 and the building of composition column 2 are big
Connecting portion 4 is provided with the vertical framework of plate；The crossbeam 1 and/or column 2 are big by building big plate transverse frame and/or building
Connecting portion 4 on the vertical framework of plate is fixedly connected.In the building bearing structural member that the present invention is provided, as building for crossbeam/column
Building big plate transverse direction/vertical framework can be directly connected to, it is also possible to be fixedly connected by the connecting portion 4 being arranged on framework.Connection
Portion 4 is provided projectingly on frame body, so that being provided with for the junction of the horizontal and/or vertical framework of the big plate of building is certain
Space, is easily installed and connects.
By taking C-type steel as an example, referring to Fig. 5-1, Fig. 5-1 shows that the column 21,22,23 without connecting portion is used and is directly connected to
The structural representation that is fixed together of mode；Referring to Fig. 5-2, connecting portion 4 is provided with the figure central post 22,23, stood
Post 22,23 is fixedly connected by connecting portion 4 with column 21.
Approximate, built as shown in Fig. 2-3, Fig. 3-3, Fig. 4-3, shown in figure and do not set on big plate transverse direction/vertical framework
Connecting portion 4 is put, but is fixedly connected by the way of being directly connected to.
In another embodiment of the invention：
The load-bearing structural member middle cross beam 1 is built big plate transverse frame and is constituted by adjacent multiple；The column 2 is by adjacent
Multiple build the vertical framework composition of big plate；The crossbeam 1 and/or column 2 are by multiple adjacent big plate transverse frames of building
And/or the big vertical framework of plate of building is fixedly connected.Referring to Fig. 9, Fig. 9 show by multiple big plates of adjacent buildings laterally/it is vertical
The load-bearing structural member dimensional structure diagram of framework composition.
Further, if building big plate transverse direction/vertical framework is provided with connecting portion 4, the crossbeam 1 and/or column 2 are logical
The connecting portion 4 crossed on the big plates transverse direction of multiple adjacent buildings/vertical framework is fixedly connected.
Wherein, the connecting portion 4 when crossbeam 1 and/or column 2 by multiple adjacent big plates of building on horizontal/vertical framework
When being fixedly connected, this is fixedly connected and is specifically as follows：Straight line connect and/or right angle connection and/or T-shaped connection and/or
Cross is connected.
In order to be better understood from the connected mode of connecting portion in the building bearing structural member of present invention offer, below with c-type
Steel is for as a example by crossbeam, column, several connected modes to above-mentioned connecting portion are described separately：
As Figure 2-3, the connecting portion of crossbeam 11 and crossbeam 12 is connected for straight line；
Fig. 6-1 shows that C-type steel builds the dimensional structure diagram of the big vertical framework of plate, and Fig. 6-2 shows the company of being provided with
The dimensional structure diagram of the big vertical framework of plate of building of socket part 4；Fig. 6-3 shows two pieces of big vertical frameworks 21,22 of plate of building
With the cross-sectional configuration schematic diagram that right angle is connected；Stereoscopic-state is as shown in Fig. 6-4 after connection.
Fig. 7-1 shows the cross-sectional configuration schematic diagram that three pieces of big vertical frameworks 21,22,23 of plate of building are connected with T-shaped, even
Stereoscopic-state after connecing is constructed as shown in Fig. 7-2；During specific implementation, can first by two pieces of the left and right big vertical framework 21,22 of plate of building
Connection, reconnects the 3rd piece of big vertical framework 23 of plate of building.
Fig. 8-1 shows the cross-sectional configuration schematic diagram that four pieces of big vertical frameworks 21,22,23,24 of plate of building are connected with cross,
Stereoscopic-state after connection is constructed as shown in Fig. 8-2；During specific implementation, can first by two pieces of the left and right big vertical frameworks 21 of plate of building,
22 connections, two pieces of big vertical frameworks 23,24 of plate of building under reconnecting.
It will be appreciated by those skilled in the art that several connected modes being given above between crossbeam and/or column are
Currently preferred connected mode, when the present invention is implemented, those skilled in the art can according to actual needs select connected mode,
For example, adjacent or relative crossbeam is connected by certain angle, the present invention is without limitation.
The embodiment of the present invention is big by building by will build the transverse frame of big plate as the crossbeam of building bearing structural member
The vertical framework of plate as building bearing structural member column, the load-bearing frame that the crossbeam and column of the building bearing structural member are constituted
While building weight is carried, big plate is built in also conduct to frame（Such as Side fascia, lining, garage door wall, garage Liang Qiang）
Framework, therefore, it is to avoid existing supporting frame structure first builds supporting frame, then installs the big plate framework of building and building is big
Plate, cause to build big plate framework also into building bearing structure load problem.Further, those skilled in the art are in reality
When applying the present invention, can be preset with transverse frame in the factory in advance（Building bearing structural member crossbeam）With vertical framework（Building
Load-bearing structural member column）The big plate of building, in construction, when complete building bearing structural member construction while complete
The installation of big plate is built, compared to existing technology, it is not necessary to which the big plate of building is installed again, therefore, building structure is not only simplified, and
And also a saving construction material, reduce construction link, improve speed of application, reduce construction costs.
Embodiment two
Present invention also offers a kind of assembly method of building bearing structural member, the method includes：
The transverse frame that big plate will be built constitutes the crossbeam of the building bearing structural member；
The vertical framework that big plate will be built constitutes the column of the building bearing structural member；
The crossbeam and/or column are fixed by the big plate transverse frame of building and/or the big vertical framework of plate of building
Connection.
Wherein, it is provided with connecting portion on the big plate transverse frame of the building and vertical framework；
The crossbeam and/or column are fixedly connected by building big plate transverse frame and/or building the big vertical framework of plate, are had
Body includes：The crossbeam and/or column are consolidated by building big plate transverse frame and/or building the connecting portion on the big vertical framework of plate
Fixed connection.
The crossbeam is built big plate transverse frame and is constituted by adjacent multiple；
The column is built the big vertical framework of plate and is constituted by adjacent multiple；
The crossbeam and/or column are fixed by the big plate transverse frame of building and/or the big vertical framework of plate of building
Connection, specifically includes：By the crossbeam and/or column by multiple adjacent big plate transverse frames of building and/or the big plate of building
Connecting portion on vertical framework is fixedly connected.
Wherein, the crossbeam and/or column are by multiple adjacent companies for building big plate transverse frame and/or vertical framework
Socket part is fixedly connected, and this is fixedly connected and specifically includes：Straight line connect and/or right angle connection and/or T-shaped connection and/or
Cross is connected.
In specification mentioned herein, numerous specific details are set forth.It is to be appreciated, however, that implementation of the invention
Example can be put into practice in the case of without these details.In some instances, known method, structure is not been shown in detail
And technology, so as not to obscure the understanding of this description.
Similarly, it will be appreciated that in order to simplify one or more that the disclosure and helping understands in each inventive aspect, exist
Above to the description of exemplary embodiment of the invention in, each feature of the invention is grouped together into single implementation sometimes
In example, figure or descriptions thereof.However, the method for the disclosure should be construed to reflect following intention：I.e. required guarantor
The application claims of shield features more more than the feature being expressly recited in each claim.More precisely, such as following
Claims reflect as, inventive aspect is all features less than single embodiment disclosed above.Therefore,
Thus the claims for following specific embodiment are expressly incorporated in the specific embodiment, and wherein each claim is in itself
All as separate embodiments of the invention.
Although it will be appreciated by those of skill in the art that some embodiments described herein include being wrapped in other embodiments
Some features for including rather than further feature, but the combination of the feature of different embodiments mean in the scope of the present invention it
It is interior and form different embodiments.For example, in the following claims, embodiment required for protection it is one of any
Mode can use in any combination.
It should be noted that above-described embodiment the present invention will be described rather than limiting the invention, and ability
Field technique personnel can design alternative embodiment without departing from the scope of the appended claims.In the claims,
Any reference symbol being located between bracket should not be configured to limitations on claims.Word "comprising" is not excluded the presence of not
Element listed in the claims or step.Word "a" or "an" before element is not excluded the presence of as multiple
Element.The present invention can come real by means of the hardware for including some different elements and by means of properly programmed computer
It is existing.If in the unit claim for listing equipment for drying, several in these devices can be by same hardware branch
To embody.The use of word first, second, and third does not indicate that any order.These words can be explained and run after fame
Claim.
Claims (8)
1. a kind of building bearing structural member, is mainly made up of crossbeam and column, it is characterised in that the crossbeam is horizontal by building big plate
Constituted to framework, the column is constituted by building the big vertical framework of plate, the crossbeam and/or column are horizontal by the big plate of building
It is fixedly connected to framework and/or the big vertical framework of plate of building；
Connecting portion is provided with the big plate transverse frame of the building and vertical framework；
The crossbeam and/or column are fixedly connected by building big plate transverse frame and/or building the big vertical framework of plate, specific bag
Include：The crossbeam and/or column are fixed by the connecting portion for building big plate transverse frame and/or build on the big vertical framework of plate and connected
Connect；
The connecting portion is provided projectingly on frame body so that the big plate of building is laterally and/or between the junction of vertical framework
With certain space.
2. building bearing structural member as claimed in claim 1, it is characterised in that
The crossbeam is built big plate transverse frame and is constituted by adjacent multiple；
The column is built the big vertical framework of plate and is constituted by adjacent multiple；
The crossbeam and/or column are fixedly connected by the big plate transverse frame of building and/or the big vertical framework of plate of building, are had
Body includes：The crossbeam and/or column are by multiple adjacent big plate transverse frames of building and/or the big vertical framework of plate of building
Connecting portion be fixedly connected.
3. building bearing structural member as claimed in claim 2, it is characterised in that the crossbeam and/or column pass through multiple phases
The adjacent big plate transverse frame of building and/or the connecting portion built on the big vertical framework of plate are fixedly connected, and this is fixedly connected specific bag
Include：Straight line is connected and/or right angle connection and/or T-shaped connection and/or cross connection.
4. building bearing structural member as claimed in claim 1, it is characterised in that the crossbeam and/or column are C-type steel, groove
Any one or more in steel, rectangle steel or I-steel.
5. building bearing structural member as claimed in claim 1, it is characterised in that the big plate transverse frame of building and/building
The big vertical framework of plate is fixedly connected as welding and/or bolt connection.
6. a kind of assembly method of building bearing structural member, it is characterised in that methods described includes：
The transverse frame that big plate will be built constitutes the crossbeam of the building bearing structural member；
The vertical framework that big plate will be built constitutes the column of the building bearing structural member；
The crossbeam and/or column are fixedly connected by the big plate transverse frame of building and/or the big vertical framework of plate of building；
Connecting portion is provided with the big plate transverse frame of the building and vertical framework；
The crossbeam and/or column are fixedly connected by building big plate transverse frame and/or building the big vertical framework of plate, specific bag
Include：The crossbeam and/or column are fixed by the connecting portion for building big plate transverse frame and/or build on the big vertical framework of plate and connected
Connect；
The connecting portion is provided projectingly on frame body so that the big plate of building is laterally and/or between the junction of vertical framework
With certain space.
7. method as claimed in claim 6, it is characterised in that
The crossbeam is built big plate transverse frame and is constituted by adjacent multiple；
The column is built the big vertical framework of plate and is constituted by adjacent multiple；
The crossbeam and/or column are fixedly connected by the big plate transverse frame of building and/or the big vertical framework of plate of building,
Specifically include：By the crossbeam and/or column by multiple adjacent big plate transverse frames of building and/or the big vertical frame of plate of building
Connecting portion on frame is fixedly connected.
8. method as claimed in claim 7, it is characterised in that
The crossbeam and/or column are fixed by the connecting portion of multiple adjacent big plate transverse frames of building and/or vertical framework
Connection, this is fixedly connected and specifically includes：Straight line is connected and/or right angle connection and/or T-shaped connection and/or cross company
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310566791.XA CN104631617B (en) | 2013-11-13 | 2013-11-13 | A kind of building bearing structural member and its assembly method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310566791.XA CN104631617B (en) | 2013-11-13 | 2013-11-13 | A kind of building bearing structural member and its assembly method |
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| Publication Number | Publication Date |
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| CN104631617A CN104631617A (en) | 2015-05-20 |
| CN104631617B true CN104631617B (en) | 2017-05-31 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4918899A (en) * | 1987-12-16 | 1990-04-24 | Alexandros Karytinos | Building frame construction |
| CN1752366A (en) * | 2004-09-23 | 2006-03-29 | 万平华 | Method for assembling building |
| CN101622405A (en) * | 2007-03-20 | 2010-01-06 | 大和房屋工业株式会社 | Side fascia and mounting method thereof |
| CN202882165U (en) * | 2012-08-21 | 2013-04-17 | 大和房屋工业株式会社 | Architecture outer wall body |
| CN203583658U (en) * | 2013-11-13 | 2014-05-07 | 戎军民 | Building weight-bearing structural component |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101265723B (en) * | 2008-05-07 | 2012-08-15 | 北京太空板业股份有限公司 | Architecture structure system assembled by composite building board and building method |
-
2013
- 2013-11-13 CN CN201310566791.XA patent/CN104631617B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4918899A (en) * | 1987-12-16 | 1990-04-24 | Alexandros Karytinos | Building frame construction |
| CN1752366A (en) * | 2004-09-23 | 2006-03-29 | 万平华 | Method for assembling building |
| CN101622405A (en) * | 2007-03-20 | 2010-01-06 | 大和房屋工业株式会社 | Side fascia and mounting method thereof |
| CN202882165U (en) * | 2012-08-21 | 2013-04-17 | 大和房屋工业株式会社 | Architecture outer wall body |
| CN203583658U (en) * | 2013-11-13 | 2014-05-07 | 戎军民 | Building weight-bearing structural component |
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| Publication number | Publication date |
|---|---|
| CN104631617A (en) | 2015-05-20 |
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