CN104631617A - Building bearing structural component and assembly method thereof - Google Patents
Building bearing structural component and assembly method thereof Download PDFInfo
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- CN104631617A CN104631617A CN201310566791.XA CN201310566791A CN104631617A CN 104631617 A CN104631617 A CN 104631617A CN 201310566791 A CN201310566791 A CN 201310566791A CN 104631617 A CN104631617 A CN 104631617A
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Abstract
The invention discloses a building bearing structural component and an assembly method of the building bearing structural component. The building bearing structural component is mainly composed of cross beams and vertical columns. The cross beams are composed of building big board cross frames. The vertical columns are composed of building big board vertical frames. The cross beams and/or the vertical columns are fixedly connected through the building big board cross frames and/or the building big board vertical frames. The building bearing structural component can be used for bearing the weight of a building and can also be use as frames of a building big board. In this way, the building structure is simplified, building materials are saved, and the number of construction links is reduced.
Description
Technical field
The present invention relates to field of house buildings, particularly a kind of building bearing structural member and assembly method thereof.
Background technology
At present, supporting frame structure is widely used in field of house buildings.A complete supporting frame structural construction at least comprises: building bearing frame construction and be arranged on the large plate of building (comprising side fascia, inner wall panel) of the tape frame in building bearing frame construction.
Existing supporting frame structural construction, when constructing, first builds the building bearing frame construction be made up of post and beam, and this building bearing frame construction is used for carrying building construction weight; Then the large plate of the building of mounting strap framework.
In above-mentioned existing supporting frame structural construction, the large plate framework of building of the large plate of the building for mounting strap frame (side fascia and inner wall panel) not only to building bearing structure without any help, but also become the load of building bearing structure, add the burden of building bearing structure.
Summary of the invention
In view of the above problems, the invention provides and a kind ofly overcome the problems referred to above or a kind of building bearing structural member solved the problem at least in part and assembly method thereof.
According to one aspect of the present invention, provide a kind of building bearing structural member, primarily of crossbeam and column composition, it is characterized in that, described crossbeam forms by building large plate transverse frame, described column forms by building the vertical framework of large plate, and described crossbeam and/or column are by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
Alternatively, described building large plate transverse frame and vertical framework are provided with connecting portion;
Described crossbeam and/or column are fixedly connected with by building large plate transverse frame and/or building the vertical framework of large plate, specifically comprise: described crossbeam and/or column are fixedly connected with by the large plate transverse frame of building and/or the connecting portion built on the vertical framework of large plate.
Alternatively, described crossbeam is made up of the large plate transverse frame of adjacent multiple buildings;
Described column is made up of the adjacent vertical framework of the large plate of multiple buildings;
Described crossbeam and/or column are by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with, and specifically comprise: described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate.
Alternatively, described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate, and this is fixedly connected with and specifically comprises: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connects.
Alternatively, described crossbeam and/or column be in C-type steel, channel-section steel, rectangle steel or i iron any one or multiple.
Alternatively, described building large plate transverse frame with/build the vertical framework of large plate be fixedly connected as welding and/or bolt be connected.
According to another aspect of the present invention, additionally provide a kind of assembly method of building bearing structural member, described method comprises:
The transverse frame of the large plate of building is formed the crossbeam of described building bearing structural member;
The vertical framework of the large plate of building is formed the column of described building bearing structural member;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
Alternatively, described building large plate transverse frame and vertical framework are provided with connecting portion;
Described crossbeam and/or column are by the large plate transverse frame of building and/or build the vertical framework of large plate and be fixedly connected with, and specifically comprise described crossbeam and/or column is fixedly connected with by the large plate transverse frame of building and/or the connecting portion built on the vertical framework of large plate.
Alternatively, described crossbeam is made up of the large plate transverse frame of adjacent multiple buildings;
Described column is made up of the adjacent vertical framework of the large plate of multiple buildings;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with, specifically comprise: described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate.
Alternatively, described crossbeam and/or column are fixedly connected with by the connecting portion of the large plate transverse frame of multiple adjacent building and/or vertical framework, and this is fixedly connected with and specifically comprises: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connects.
The present invention at least has following technique effect:
The embodiment of the present invention will be by building the crossbeam of transverse frame as building bearing structural member of large plate, using the column of the vertical framework of the large plate of building as building bearing structural member, while the crossbeam of this building bearing structural member and column constitute the supporting frame of carrying building weight, also as building large plate (as side fascia, inner wall panel, garage door wall, garage Liang Qiang etc.) framework, therefore, avoid existing supporting frame structure and first build supporting frame, then the large plate framework of building and the large plate of building are installed, the large plate framework of building is caused to become the problem of the load of building bearing structure.Further, based on the present invention, those skilled in the art are when implementing, can the preset large plate of building with transverse frame (building bearing structural member crossbeam) and vertical framework (building bearing structural member column) in the factory in advance, when building operations, the installation of building large plate is completed while the construction completing building bearing structural member, compared to existing technology, do not need the large plate of building is installed again, therefore, not only simplify building structure, and also a saving constructional materials, decrease construction link, improve speed of application, reduce construction costs.
Above-mentioned explanation is only the general introduction of technical solution of the present invention, in order to technological means of the present invention can be better understood, and can be implemented according to the content of manual, and can become apparent, below especially exemplified by the specific embodiment of the present invention to allow above and other objects of the present invention, feature and advantage.
Accompanying drawing explanation
By reading hereafter detailed description of the preferred embodiment, various other advantage and benefit will become cheer and bright for those of ordinary skill in the art.Accompanying drawing only for illustrating the object of preferred embodiment, and does not think limitation of the present invention.And in whole accompanying drawing, represent identical parts by identical reference symbol.In the accompanying drawings:
Fig. 1 shows a kind of according to an embodiment of the invention structural representation of building bearing structural member;
Building large plate framework cross section structure schematic diagram when Fig. 2-1 shows that crossbeam 1 and/or column 2 are C-type steel according to an embodiment of the invention;
Fig. 2-2 shows the cross section structure schematic diagram that two C-type steel crossbeams and/or column according to an embodiment of the invention link together with welding manner;
Fig. 2-3 shows the perspective view that C-type steel crossbeam according to an embodiment of the invention connects with welding manner;
Building large plate framework cross section structure schematic diagram when Fig. 3-1 shows that crossbeam and/or column are channel-section steel according to an embodiment of the invention;
The cross section structure schematic diagram that Fig. 3-2 two U-steel crossbeams and/or column link together with welding manner;
Fig. 3-3 shows the perspective view that two U-steel crossbeams and/or column according to an embodiment of the invention link together with welding manner;
Building large plate framework cross section structure schematic diagram when Fig. 4-1 shows that crossbeam and/or column are square shaped steel according to an embodiment of the invention;
The cross section structure schematic diagram that Fig. 4-2 two square shaped steel crossbeams and/or column link together with welding manner;
Fig. 4-3 shows the perspective view that two square shaped steel crossbeams and/or column according to an embodiment of the invention link together with welding manner;
Fig. 5-1 shows the perspective view of crossbeam and/or the column connection of not establishing connecting portion according to an embodiment of the invention;
Fig. 5-2 shows the perspective view of crossbeam and/or the column connected by connecting portion according to an embodiment of the invention;
Fig. 6-1 shows the perspective view that C-type steel according to an embodiment of the invention builds the vertical framework of large plate;
Fig. 6-2 shows another perspective view that C-type steel according to an embodiment of the invention builds the vertical framework of large plate;
Fig. 6-3 shows the column cross-sectional configuration schematic diagram that two pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with right angle;
Fig. 6-4 shows the D structure schematic diagram that two pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with right angle;
Fig. 7-1 shows the column cross-sectional configuration schematic diagram that three pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with T-shaped;
Fig. 7-2 shows the perspective view that three pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with T-shaped;
Fig. 8-1 shows the cross-sectional configuration schematic diagram that four pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with cross;
Fig. 8-2 shows the perspective view that four pieces of vertical frameworks of the large plate of building according to an embodiment of the invention connect with cross;
Fig. 9 shows the load-bearing structural member perspective view be made up of horizontal/vertical framework of the large plate of multiple adjacent building according to an embodiment of the invention.
Detailed description of the invention
Below with reference to accompanying drawings exemplary embodiment of the present disclosure is described in more detail.Although show exemplary embodiment of the present invention in accompanying drawing, however should be appreciated that can realize the present invention in a variety of manners and not should limit by the embodiment set forth here.On the contrary, provide these embodiments to be in order to more thoroughly the present invention can be understood, and complete for scope of the present invention can be conveyed to those skilled in the art.
Embodiment one
With reference to Fig. 1, Fig. 1 shows the structural representation of a kind of building bearing structural member provided by the invention, described load-bearing structural member forms primarily of crossbeam 1, column 2, described crossbeam 1 is made up of the large plate transverse frame of building, described column 2 is made up of building large plate vertical framework, and described crossbeam 1 and/or column 2 are by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
In load-bearing structural member provided by the invention, the crossbeam of load-bearing structural member is simultaneously as the transverse frame of the large plate of building, and the column of load-bearing structural member, simultaneously as the longitudinal framing of the large plate of building, for convenience of description, is below referred to as crossbeam, column.
Further, described building large plate transverse frame with/build the vertical framework of large plate be fixedly connected with can for welding, also can for bolt connection or other connected mode, as long as can by crossbeam 1 and stable the linking together of column 2, the present invention limit this.
Wherein, crossbeam 1 and/or column 2 are shaped steel, its can be specifically in C-type steel, channel-section steel, rectangle steel or i iron any one or multiple.
Concrete,
Fig. 2-1 shows building large plate cross section structure schematic diagram when crossbeam 1 and/or column 2 are C-type steel, and it is the cross section structure schematic diagram that two C-type steel crossbeams 11,12 of two blocks of large plates of building of framework are linked together by pad 3 with welding manner that Fig. 2-2 shows C-type steel; Fig. 2-3 shows the perspective view that C-type steel crossbeam 11 is connected with welding manner with C-type steel crossbeam 12.
Fig. 3-1 shows building large plate cross section structure schematic diagram when crossbeam 1 and/or column 2 are channel-section steel, and it is the cross section structure schematic diagram that two U-steel crossbeams 11,12 of two blocks of large plates of building of framework are linked together by pad 3 with welding manner that Fig. 3-2 shows U-steel; Fig. 3-3 shows the three-dimensional cross section structure schematic diagram that channel steel cross beam 11 is connected with welding manner with channel steel cross beam 12.
Fig. 4-1 shows building large plate cross section structure schematic diagram when crossbeam 1 and/or column 2 are rectangle steel, and it is the cross section structure schematic diagram that two square shaped steel crossbeams 11,12 of two blocks of large plates of building of framework are linked together by pad 3 with welding manner that Fig. 4-2 shows square shaped steel; Fig. 4-3 shows the three-dimensional cross section structure schematic diagram that rectangle steel crossbeam 11 is connected with welding manner with rectangle steel crossbeam 12.
In another embodiment of the invention, form on the building large plate transverse frame of crossbeam 1 and the vertical framework of the large plate of building of composition column 2 and be provided with connecting portion 4; Described crossbeam 1 and/or column 2 are fixedly connected with by the large plate transverse frame of building and/or the connecting portion 4 built on the vertical framework of large plate.In building bearing structural member provided by the invention, horizontal/vertical framework of the large plate of the building as crossbeam/column can directly connect, and also can be fixedly connected with by the connecting portion 4 be arranged on framework.Connecting portion 4 is projecting on frame body, and what make the junction of building the horizontal and/or vertical framework of large plate like this is provided with certain space, is convenient to install and be connected.
For C-type steel, show the structural representation not having the direct mode connected of the column 21,22,23 of connecting portion employing to be fixed together see Fig. 5-1, Fig. 5-1; See Fig. 5-2, this figure central post 22,23 is provided with connecting portion 4, and column 22,23 is fixedly connected with column 21 by connecting portion 4.
Be similar to, as shown in Fig. 2-3, Fig. 3-3, Fig. 4-3, build shown in figure on horizontal/vertical framework of large plate and connecting portion 4 is not all set, but adopt the mode directly connected to be fixedly connected with.
In another embodiment of the invention:
Described load-bearing structural member middle cross beam 1 is made up of the large plate transverse frame of adjacent multiple buildings; Described column 2 is made up of the adjacent vertical framework of the large plate of multiple buildings; Described crossbeam 1 and/or column 2 are by multiple adjacent building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.The load-bearing structural member perspective view be made up of horizontal/vertical framework of the large plate of multiple adjacent building is shown see Fig. 9, Fig. 9.
Further, if build horizontal/vertical framework of large plate to be provided with connecting portion 4, then described crossbeam 1 and/or column 2 are fixedly connected with by the connecting portion 4 on horizontal/vertical framework of the large plate of multiple adjacent building.
Wherein, when crossbeam 1 and/or column 2 are fixedly connected with by the connecting portion 4 on horizontal/vertical framework of the large plate of multiple adjacent building, this is fixedly connected with and is specifically as follows: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connection.
The connected mode of connecting portion in the building bearing structural member provided for a better understanding of the present invention is crossbeam below with C-type steel, column is example, illustrates respectively several connected modes of above-mentioned connecting portion:
As Figure 2-3, crossbeam 11 and the connecting portion of crossbeam 12 are that straight line is connected;
Fig. 6-1 shows the perspective view that C-type steel builds the vertical framework of large plate, and Fig. 6-2 shows the perspective view of the vertical framework of the large plate of the building being provided with connecting portion 4; Fig. 6-3 shows the cross-sectional configuration schematic diagram that two pieces of vertical frameworks 21,22 of the large plate of building connect with right angle; After connecting, stereoscopic-state is as shown in Fig. 6-4.
Fig. 7-1 shows the cross-sectional configuration schematic diagram that three pieces of vertical frameworks 21,22,23 of the large plate of building connect with T-shaped, and the stereoscopic-state structure after connection is as shown in Fig. 7-2; During concrete enforcement, first the vertical framework 21,22 of the large plate of two pieces, left and right building can be connected, then connect the 3rd piece of vertical framework 23 of the large plate of building.
Fig. 8-1 shows the cross-sectional configuration schematic diagram that four pieces of vertical frameworks 21,22,23,24 of the large plate of building connect with cross, and the stereoscopic-state structure after connection is as shown in Fig. 8-2; During concrete enforcement, can first the vertical framework 21,22 of the large plate of two pieces, left and right building be connected, two pieces of vertical frameworks 23,24 of the large plate of building under reconnecting.
Those skilled in the art are to be understood that, several connected modes between the crossbeam more than provided and/or column are the preferred connected mode of the present invention, when implementing of the present invention, those skilled in the art can select connected mode according to actual needs, such as, adjacent or relative crossbeam is pressed certain angle to connect, the present invention does not limit this.
The embodiment of the present invention will be by building the crossbeam of transverse frame as building bearing structural member of large plate, using the column of the vertical framework of the large plate of building as building bearing structural member, the supporting frame that the crossbeam of this building bearing structural member and column are formed is while carrying building weight, also as building large plate (as side fascia, inner wall panel, garage door wall, garage Liang Qiang etc.) framework, therefore, avoid existing supporting frame structure and first build supporting frame, then the large plate framework of building and the large plate of building are installed, the large plate framework of building is caused also to become the problem of the load of building bearing structure.Further, those skilled in the art are when implementing of the present invention, can the preset large plate of building with transverse frame (building bearing structural member crossbeam) and vertical framework (building bearing structural member column) in the factory in advance, when building operations, the installation of building large plate is completed while the construction completing building bearing structural member, compared to existing technology, do not need the large plate of building is installed again, therefore, not only simplify building structure, and also a saving constructional materials, decrease 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 comprises:
The transverse frame of the large plate of building is formed the crossbeam of described building bearing structural member;
The vertical framework of the large plate of building is formed the column of described building bearing structural member;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
Wherein, described building large plate transverse frame and vertical framework are provided with connecting portion;
Described crossbeam and/or column are fixedly connected with by building large plate transverse frame and/or building the vertical framework of large plate, specifically comprise: described crossbeam and/or column are fixedly connected with by the large plate transverse frame of building and/or the connecting portion built on the vertical framework of large plate.
Described crossbeam is made up of the large plate transverse frame of adjacent multiple buildings;
Described column is made up of the adjacent vertical framework of the large plate of multiple buildings;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with, specifically comprise: described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate.
Wherein, described crossbeam and/or column are fixedly connected with by the connecting portion of the large plate transverse frame of multiple adjacent building and/or vertical framework, and this is fixedly connected with and specifically comprises: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connects.
In manual provided herein, describe a large amount of detail.But can understand, embodiments of the invention can be put into practice when not having these details.In some instances, be not shown specifically known method, structure and technology, so that not fuzzy understanding of this description.
Similarly, be to be understood that, in order to simplify the disclosure and to help to understand in each inventive aspect one or more, in the description above to exemplary embodiment of the present invention, each feature of the present invention is grouped together in single embodiment, figure or the description to it sometimes.But, the method for the disclosure should be construed to the following intention of reflection: namely the present invention for required protection requires feature more more than the feature clearly recorded in each claim.Or rather, as claims below reflect, all features of disclosed single embodiment before inventive aspect is to be less than.Therefore, the claims following detailed description of the invention are incorporated to this detailed description of the invention thus clearly, and wherein each claim itself is as independent embodiment of the present invention.
Those skilled in the art can understand, although embodiments more described herein to comprise in other embodiment some included feature instead of further feature, the combination of the feature of different embodiment means and to be within scope of the present invention and to form different embodiments.Such as, in the following claims, the one of any of embodiment required for protection can use with arbitrary combination.
The present invention will be described instead of limit the invention to it should be noted above-described embodiment, and those skilled in the art can design alternative embodiment when not departing from the scope of claims.In the claims, any reference symbol between bracket should be configured to limitations on claims.Word " comprises " not to be got rid of existence and does not arrange element in the claims or step.Word "a" or "an" before being positioned at element is not got rid of and be there is multiple such element.The present invention can by means of including the hardware of some different elements and realizing by means of the computer of suitably programming.In the unit claim listing some devices, several in these devices can be carry out imbody by same hardware branch.Word first, second and third-class use do not represent any order.Can be title by these word explanations.
Claims (10)
1. a building bearing structural member, primarily of crossbeam and column composition, it is characterized in that, described crossbeam forms by building large plate transverse frame, described column forms by building the vertical framework of large plate, and described crossbeam and/or column are by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
2. building bearing structural member as claimed in claim 1, is characterized in that, described building large plate transverse frame and vertical framework are provided with connecting portion;
Described crossbeam and/or column are fixedly connected with by building large plate transverse frame and/or building the vertical framework of large plate, specifically comprise: described crossbeam and/or column are fixedly connected with by the large plate transverse frame of building and/or the connecting portion built on the vertical framework of large plate.
3. building bearing structural member as claimed in claim 2, is characterized in that,
Described crossbeam is made up of the large plate transverse frame of adjacent multiple buildings;
Described column is made up of the adjacent vertical framework of the large plate of multiple buildings;
Described crossbeam and/or column are by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with, and specifically comprise: described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate.
4. building bearing structural member as claimed in claim 3, it is characterized in that, described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate, and this is fixedly connected with and specifically comprises: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connects.
5. building bearing structural member as claimed in claim 1, is characterized in that, described crossbeam and/or column be in C-type steel, channel-section steel, rectangle steel or i iron any one or multiple.
6. building bearing structural member as claimed in claim 1, is characterized in that, described building large plate transverse frame and/build the vertical framework of large plate to be fixedly connected as and to weld and/or bolt is connected.
7. an assembly method for building bearing structural member, is characterized in that, described method comprises:
The transverse frame of the large plate of building is formed the crossbeam of described building bearing structural member;
The vertical framework of the large plate of building is formed the column of described building bearing structural member;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with.
8. method as claimed in claim 7, is characterized in that, described building large plate transverse frame and vertical framework are provided with connecting portion;
Described crossbeam and/or column are fixedly connected with by building large plate transverse frame and/or building the vertical framework of large plate, specifically comprise: described crossbeam and/or column are fixedly connected with by the large plate transverse frame of building and/or the connecting portion built on the vertical framework of large plate.
9. method as claimed in claim 8, is characterized in that,
Described crossbeam is made up of the large plate transverse frame of adjacent multiple buildings;
Described column is made up of the adjacent vertical framework of the large plate of multiple buildings;
By described crossbeam and/or column by described building large plate transverse frame and/or build the vertical framework of large plate and be fixedly connected with, specifically comprise: described crossbeam and/or column are fixedly connected with by multiple adjacent building large plate transverse frame and/or the connecting portion built on the vertical framework of large plate.
10. method as claimed in claim 9, is characterized in that,
Described crossbeam and/or column are fixedly connected with by the connecting portion of the large plate transverse frame of multiple adjacent building and/or vertical framework, and this is fixedly connected with and specifically comprises: straight line connects and/or right angle connects and/or T-shaped connects and/or cross connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| 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 |
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| 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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| CN104631617A true CN104631617A (en) | 2015-05-20 |
| CN104631617B CN104631617B (en) | 2017-05-31 |
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Citations (6)
| 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 |
| 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 |
| 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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2013
- 2013-11-13 CN CN201310566791.XA patent/CN104631617B/en not_active Expired - Fee Related
Patent Citations (6)
| 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 |
| 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 |
| 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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| CN104631617B (en) | 2017-05-31 |
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