CN2627090Y - T-shaped steel strutting arrangement for construction curtain wall - Google Patents
T-shaped steel strutting arrangement for construction curtain wall Download PDFInfo
- Publication number
- CN2627090Y CN2627090Y CN 03261246 CN03261246U CN2627090Y CN 2627090 Y CN2627090 Y CN 2627090Y CN 03261246 CN03261246 CN 03261246 CN 03261246 U CN03261246 U CN 03261246U CN 2627090 Y CN2627090 Y CN 2627090Y
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- China
- Prior art keywords
- wing plate
- column
- crossbeam
- web
- strutting arrangement
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Abstract
A T-shaped steel supporting device of architecture curtain wall comprises at least a post and at least a beam, both of which are fixed together; wherein both the post and the beam are T-shaped steels; the post comprises a wing plate and a web plate; the center plane of the thickness of the web plate of the post is in the middle of the vertical bisecting surface in the longitudinal direction of the wing plate; the wing plate and the web plate are fixed together by at least two welding spots. The beam comprises a wing plate and a web plate; the center plane of the thickness of the web plate of the beam is in the middle of the vertical bisecting surface in the longitudinal direction of the wing plate; the wing plate and the web plate are fixed together by at least two welding spots. The web plate of the post and the web plate of the beam vertically cross over each other; furthermore, the apical plane of the wing plate of the post and the apical plane of the wing plate of the beam are on the same plane. The supporting device in the utility model can connect and assemble the pre-processed formed steels formed in the manufactory or weld only a small quantity of the pre-processed formed steels on the construction site so as to ensure the strength of the curtain wall and meet the installation need as well as improve the manufacture effect.
Description
One, technical field
The utility model relates to a kind of bracing or strutting arrangement of building curtain wall, refers to a kind of T-steel bracing or strutting arrangement of building curtain wall especially.
Two, background technology
Along with the develop rapidly of building trade, large space, large span, facade is penetrating, and the various architectural designs of moulding excellence emerge in an endless stream, and make curtain wall utilization under construction more and more widely.The support frame of general glass architecture curtain wall can be made of aluminium and steel.Make framework with aluminium, though in light weight, handling ease is convenient, and is aesthetic in appearance, and for the building structure of large space, large span, the rigidity of the support frame that aluminium is made can not meet the demands, makes framework so develop into steel.Support frame with steel are made is divided into rod-pulling type, drag-line and three kinds of forms of truss-like at present again.Adopt rod-pulling type and drag-line structure to belong to flexible support structure, in the installation process, all must apply prestressing force, and prestressed calculating more complicated, need the professional and technical personnel to finish, and need special erection equipment, specific (special) requirements need be arranged the main building structure.Use truss structure, be generally the welded construction of shaped steel, and welding easily produces internal stress and distortion, be difficult for guaranteeing the design and installation requirement of curtain wall; And the lead frame efficiency of construction is low at the construction field (site), and is difficult for ensuring the quality of products.
Three, summary of the invention
In order to overcome the deficiency of truss-like support frame in the above-mentioned prior art, the utility model provides a kind of T-steel bracing or strutting arrangement of building curtain wall, can be with shaped steel in factory's machine-shaping in advance, only connect assembling at the construction field (site), or impose a small amount of welding, can guarantee the intensity and the installation requirement of curtain wall, thereby can enhance productivity.
The technical scheme that the utility model adopted is:
A kind of T-steel bracing or strutting arrangement of building curtain wall, it is characterized in that: it comprises secure bond at least one column together and at least one crossbeam, this column and this crossbeam are T-steel, this column comprises wing plate and web, the median plane of the web thickness of this column is arranged in the vertically vertical bisector plane of this wing plate, is in the same place with the web secure bond by at least two plug weldings this wing plate of naming a person for a particular job;
This crossbeam comprises wing plate and web, and the median plane of the web thickness of this crossbeam is arranged in the vertically vertical bisector plane of this wing plate, is in the same place with the web secure bond by at least two plug weldings this wing plate of naming a person for a particular job;
The web of this column and the web of this crossbeam are orthogonal to intersect, and the end face of the end face of this column wing plate and crossbeam wing plate is arranged in same plane.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: fixedly connected the wing plate of this column and the screw of this cantilever diaphragm with at least one by the fixed pin shaft of the both sides of the bonding surface of the wing plate of at least two wing plates that are positioned at this column that are parallel to each other and this crossbeam and fix in conjunction with this column and this crossbeam.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: the column web of can't see in the direction of facing from the end face of column wing plate and crossbeam wing plate and cantilever diaphragm and column wing plate and the limit that the crossbeam wing plate intersects are sentenced welding manner and are fixed and combine this column and this crossbeam.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: this plug welding point can be positioned at the hole of the break-through wing plate that is provided with on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: this plug welding point also can be positioned at break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extend to the hole of web certain depth.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: this plug welding point also can be positioned at the elongated slot of break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: this plug welding point also can be positioned at break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extend to the elongated slot of web certain depth.
The T-steel bracing or strutting arrangement of described building curtain wall is characterized in that: this plug welding point also can be positioned at the elongated slot of break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extend to the hole of web certain depth.
The T-steel bracing or strutting arrangement of building curtain wall of the present utility model has following beneficial effect:
1. because this column of the T-steel bracing or strutting arrangement of building curtain wall of the present utility model and this crossbeam can be processed in advance in factory, only carry out this column and this crossbeam be fixedly connected assembling or a small amount of welding procedure at the construction field (site), therefore saved the engineering time greatly.
2. the T-steel of this column and this crossbeam adopts spot welding, thereby internal stress is little, and welding deformation is little, reaches the requirement of designing quality easily.
3. can constitute the framework of various complicated shapes such as plane, curved surface, satisfy the different demands of architectural decoration.
4. simple in structure, material usage is few, and support strength is big, reduces the manufacturing cost of curtain wall.
Four, description of drawings
Fig. 1 is the schematic perspective view of a node of the T-steel bracing or strutting arrangement of building curtain wall of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
The structural representation of the embodiment of plug welding point when Fig. 3 forms T-steel by wing plate of the present utility model and web, wherein Fig. 3 a is a front view, and Fig. 3 b is a vertical view, and Fig. 3 c is a left side view.
The structural representation of another embodiment was put in plug welding when Fig. 4 formed T-steel by wing plate of the present utility model and web, and wherein Fig. 4 a is a front view, and Fig. 4 b is a vertical view, and Fig. 4 c is a left side view.
Three schematic diagrames of plug welding dot structure when Fig. 5 forms T-steel by wing plate of the present utility model and web, wherein Fig. 5 a is a front view, and Fig. 5 b is a vertical view, and Fig. 5 c is a left side view.
Four schematic diagrames of plug welding dot structure when Fig. 6 forms T-steel by wing plate of the present utility model and web, wherein Fig. 6 a is a front view, and Fig. 6 b is a vertical view, and Fig. 6 c is a left side view.
Five schematic diagrames of plug welding dot structure when Fig. 7 forms T-steel by wing plate of the present utility model and web, wherein Fig. 7 a is a front view, and Fig. 7 b is a vertical view, and Fig. 7 c is a left side view.
Fig. 8 is the B-B sectional view of the present utility model of Fig. 1.
Fig. 9 is the utility model user mode schematic diagram.
Five, the specific embodiment
The utility model will be further described below in conjunction with drawings and Examples.
Referring to Fig. 1-Fig. 3.Column 1 tightens together by column wing plate 1.2 and column web 1.1 and by at least two plug welding point E and constitutes, and the median plane of its central post web 1.1 thickness is arranged in the vertically vertical bisector plane of column wing plate 1.2; Crossbeam 2 tightens together by crossbeam wing plate 2.2 and cantilever diaphragm 2.1 and by at least two plug welding point E and constitutes, and wherein the median plane of cantilever diaphragm 2.1 thickness is arranged in the vertically vertical bisector plane of crossbeam wing plate 2.2; Fastening between column 1 and the crossbeam 2, be by two fixed pin shafts 4 and at least one screw preferably sunk screw 3 realize.Two fixed pin shafts 4 are parallel to each other and be positioned at the both sides (as shown in Figure 8) of wing plate 2.2 bonding surfaces of column wing plate 1.2 and crossbeam 2; Sunk screw 3 is fixed together column wing plate 1.2 and cantilever diaphragm 2.1.The position relation of column 1 and crossbeam 2 is: the web 1.1 of column 1 intersects vertically mutually with the web 2.1 of crossbeam 2, and the end face C of the end face D of column wing plate and crossbeam wing plate is arranged in same plane.
Another fixing between column 1 and the crossbeam 2 embodiment is: the crossing limit of the column web of can't see in the direction of facing from the end face of column wing plate and crossbeam wing plate and cantilever diaphragm and column wing plate and crossbeam wing plate is welded and is fixed.
In addition, fixedly wing plate and web can be selected following five kinds of positions with the plug welding point of forming T-steel:
One, on vertical perpendicular bisector of wing plate, is processed with the plug welding hole E1 of break-through wing plate; As shown in Figure 3.
Two, on vertical perpendicular bisector of wing plate, be processed with break-through wing plate and extend to the hole E2 that the plug welding of web appropriate depth is used; As shown in Figure 4.
Three, on the vertical perpendicular bisector of wing plate, be processed with the elongated slot E3 that the plug welding of break-through wing plate is used, as shown in Figure 5.
Four, on the vertical perpendicular bisector of wing plate, be processed with break-through wing plate and extend to the elongated slot E4 that the plug welding of web appropriate depth is used, as shown in Figure 6.
Five, on vertical perpendicular bisector of wing plate, be processed with the elongated slot E5 of break-through wing plate, and be the hole of appropriate depth, as shown in Figure 7 in the web corresponding position.
Impose plug welding in the hole that above-mentioned plug welding is used, the formation T-steel that wing plate and web can be fixed together is as Fig. 3～shown in Figure 7.
The user mode of the frame fixation cladding glass of being made up of a column and two crossbeams has been shown among Fig. 9.The facade of whole baffle wall is made of many root post, crossbeam and glass and other connectors.
Claims (8)
1. the T-steel bracing or strutting arrangement of a building curtain wall, it is characterized in that: it comprises secure bond at least one column together and at least one crossbeam, this column and this crossbeam are T-steel, this column comprises wing plate and web, the median plane of the web thickness of this column is arranged in the vertically vertical bisector plane of this wing plate, is in the same place with the web secure bond by at least two plug weldings this wing plate of naming a person for a particular job;
This crossbeam comprises wing plate and web, and the median plane of the web thickness of this crossbeam is arranged in the vertically vertical bisector plane of this wing plate, is in the same place with the web secure bond by at least two plug weldings this wing plate of naming a person for a particular job;
The web of this column and the web of this crossbeam are orthogonal to intersect, and the end face of the end face of this column wing plate and crossbeam wing plate is arranged in same plane.
2. the T-steel bracing or strutting arrangement of building curtain wall according to claim 1 is characterized in that: fixedly connected the wing plate of this column and the screw of this cantilever diaphragm with at least one by the fixed pin shaft of the both sides of the bonding surface of the wing plate of at least two wing plates that are positioned at this column that are parallel to each other and this crossbeam and fix in conjunction with this column and this crossbeam.
3. the T-steel bracing or strutting arrangement of building curtain wall according to claim 1 is characterized in that: the column web of can't see in the direction of facing from the end face of column wing plate and crossbeam wing plate and cantilever diaphragm and column wing plate and the limit that the crossbeam wing plate intersects are sentenced welding manner and are fixed and combine this column and this crossbeam.
4. according to the T-steel bracing or strutting arrangement of claim 1 or 2 or 3 described building curtain walls, it is characterized in that: this plug welding point is positioned at the hole of the break-through wing plate that is provided with on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam.
5. according to the T-steel bracing or strutting arrangement of claim 1 or 2 or 3 described building curtain walls, it is characterized in that: this plug welding point is positioned at break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extends to the hole of web certain depth.
6. according to the T-steel bracing or strutting arrangement of claim 1 or 2 or 3 described building curtain walls, it is characterized in that: this plug welding point is positioned at the elongated slot of break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam.
7. according to the T-steel bracing or strutting arrangement of claim 1 or 2 or 3 described building curtain walls, it is characterized in that: this plug welding point is positioned at break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extends to the elongated slot of web certain depth.
8. according to the T-steel bracing or strutting arrangement of claim 1 or 2 or 3 described building curtain walls, it is characterized in that: this plug welding point is positioned at the elongated slot of break-through wing plate set on vertical perpendicular bisector of wing plate of the wing plate of this column and this crossbeam and extends to the hole of web certain depth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03261246 CN2627090Y (en) | 2003-05-19 | 2003-05-19 | T-shaped steel strutting arrangement for construction curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03261246 CN2627090Y (en) | 2003-05-19 | 2003-05-19 | T-shaped steel strutting arrangement for construction curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2627090Y true CN2627090Y (en) | 2004-07-21 |
Family
ID=34255113
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03261246 Expired - Lifetime CN2627090Y (en) | 2003-05-19 | 2003-05-19 | T-shaped steel strutting arrangement for construction curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2627090Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541469A (en) * | 2013-10-09 | 2014-01-29 | 郭进标 | Sectional material of building curtain wall |
-
2003
- 2003-05-19 CN CN 03261246 patent/CN2627090Y/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541469A (en) * | 2013-10-09 | 2014-01-29 | 郭进标 | Sectional material of building curtain wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHENZHEN CITY RUIHUA BUILDING CO., LTD. Free format text: FORMER NAME OR ADDRESS: SHENZHEN RUIHUA CURTAIN WALL DECORATION ENGINEERING CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Patentee after: Shenzhen Ruihua Construction Co., Ltd. Patentee before: Ruihua Curtain Wall Decorative Engineering Co., Ltd., Shenzhen City |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: Futian District Shenzhen Shennan Road 518000 Guangdong province No. 7006 Fuchun Eastern Mansion 408, room 410, 409 Patentee after: Shenzhen Ruihua Construction Co., Ltd. Address before: Four floor, No. 104 Nanshan District road Shenzhen City Shengda Chittagong Xiamen City, Guangdong province 518000 Patentee before: Shenzhen Ruihua Construction Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130519 Granted publication date: 20040721 |