CN202299035U - Air-pressure resisting connecting piece of unit curtain wall - Google Patents
Air-pressure resisting connecting piece of unit curtain wall Download PDFInfo
- Publication number
- CN202299035U CN202299035U CN2011204000074U CN201120400007U CN202299035U CN 202299035 U CN202299035 U CN 202299035U CN 2011204000074 U CN2011204000074 U CN 2011204000074U CN 201120400007 U CN201120400007 U CN 201120400007U CN 202299035 U CN202299035 U CN 202299035U
- Authority
- CN
- China
- Prior art keywords
- shaped
- curtain wall
- civil engineering
- fixed
- main stress
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
An air-pressure resisting connecting piece of a unit curtain wall solves the problems that in the prior art, the requirements for hanging positioning are strict, connecting pieces are large in sizes so that materials are wasted and the like. The air-pressure resisting connecting piece of the unit curtain wall comprises a hanging piece fixed on a curtain wall unit plate and a main stressed element fixed on a civil engineering beam. The air-pressure resisting connecting piece is characterized in that the hanging piece is an element shaped like a Chinese character ji and is fixed on the curtain wall unit plate through a tapping base plate and a connecting bolt, the main stressed element is made of an L-shaped sectional material, a waist-shaped hole is arranged on the main stressed element along the long-edge direction of the main stressed element, and a groove-shaped through hole matched with the contour of the element shaped like the Chinese character ji is arranged along the short-edge direction of the main stressed element. The element shaped like the Chinese character ji is sleeved in the groove-shaped through hole of the main stressed element and slides along the groove-shaped through hole, and the main stressed element is fixed with the civil engineering beam through a T-shaped bolt inserted into a groove-shaped embedded part in the waist-shaped hole. Compared with a traditional air-pressure resisting connecting piece, the air-pressure resisting connecting piece is reasonable in structural design, easy to fabricate, convenient and smooth to install and operate on the site, simple to adjust and small in occupied space, and remarkably saves material cost and installation cost.
Description
Technical field
The utility model relates to the working connector of a kind of unit type curtain wall; Particularly a kind of being applicable under the condition that the load-bearing connector has been arranged in construction; For the curtain wall unit plate provides second strong point, to strengthen the cell curtain wall Wind-Pressure Resistance connector of munnion opposing blast ability.
Background technology
At present, along with the development of world's curtain wall technology, the unit type curtain wall technology obtains promoting.Because the lattice of curtain wall unit plate is not of uniform size, so have nothing in common with each other in the blast zone of building,, will inevitably cause for satisfying the requirement of strong wind nip, and the munnion specification is strengthened if all curtain wall unit plates all use single-point to connect, then can cause waste of material.Therefore, need to adopt the Wind-Pressure Resistance connector, guarantee the munnion of most of positions use identical standard specifications,, practice thrift cost to unify the interior architecture effect.Traditional Wind-Pressure Resistance connector mainly contains two kinds of forms; The first adopts the form that mounts: a main stress member is fixed at the position that the Wind-Pressure Resistance connector is installed at needs in advance on the civil engineering beam; Fixing suspension member that has vertical rectangular groove on unit plate, during the installation unit plate and the load-bearing connector mount simultaneously.The drawback of this type of attachment is the main stress member positioning requirements that is connected in advance on the civil engineering beam very strict; In case deviations; Then unit plate can't be installed smoothly: it two is to adopt connecting bolt to add sleeve pipe to cooperate the upper and lower flexible form of realization with the connector strip hole; The drawback of this kind form: at first be that sleeve pipe and connector carry out very difficulty of bolt installation under the civil engineering beam; Next is when adopting two or more bolts to resist blast, can make the oversized of connector, too much takies the space under the civil engineering beam.More than two kinds of suspension members also have same problem: the munnion connector is generally one-sided installation because the stressed asymmetric connector size thickening of causing, waste material.
The utility model content
The purpose of the utility model provides a kind of cell curtain wall Wind-Pressure Resistance connector, has solved the problems such as positioning requirements strictness, the big waste material of connector size that mount that prior art exists, and compares with traditional Wind-Pressure Resistance connector; Its reasonable in design; Easy to manufacture, on-the-spot convenient installation and operation, smooth, adjustment is simple; It is less to take up room, and significantly saves Master Cost and mounting cost.
The technical scheme that the utility model adopted is: this cell curtain wall Wind-Pressure Resistance connector comprises the suspension member that is fixed on the curtain wall unit plate and is fixed on the main stress member on the civil engineering beam; Its technical essential is: said suspension member adopts and is " a few font " member; And be fixed on main munnion side in the plug-in type munnion on the curtain wall unit plate through tapping backing plate and connecting bolt; Said main stress member adopts the mutual vertically arranged L-shaped section in long and short limit; Along its long side direction mounting hole is set, along the slit-like through-holes that its short side direction setting and a few character form component exterior contour match, several character form components are sleeved in the slit-like through-holes of main stress member; And along the slit-like through-holes slip, the main stress member is fixed together through T type bolt and the civil engineering beam that inserts on the civil engineering beam grooved embedded part in the mounting hole.
The end of said main stress member is provided with the flank of tooth; The grooved metal gasket that matches with the flank of tooth is assembled on the T type bolt of civil engineering beam grooved embedded part, and the main stress member is fixed together through T type bolt and grooved metal gasket and the civil engineering beam that inserts on the grooved embedded part in the mounting hole.
Advantage of the utility model and positive technique effect are: because the utility model is made up of two main members: first member is several character form components; The double-vane that can cooperate with the main stress member is set, and designs the groove of imbedding the connecting bolt head cleverly; Member is originally as symmetric design; Can guarantee that double-vane is evenly stressed, this member is installed on the curtain wall unit plate in advance; Second member is the L shaped main stress member that is connected with the civil engineering beam; Its minor face is that contained type cooperates with several character form components; Vertical direction can be free to slide, and other directions then can all limit it and move, and only need the main stress member be slipped under the civil engineering beam during on-the-spot the installation; The horizontal adjustment that cooperates the grooved embedded part to provide; Realize that the main stress member can absorb the civil engineering error of all directions, and can allow unit plate that the flexible of big stroke arranged, solved the problems such as positioning requirements strictness, the big waste material of connector size that mount that prior art exists.Compare with traditional Wind-Pressure Resistance connector, because of the main stress member can be installed at last, and adopt and slip into the formula structure, so its reasonable in design is easy to manufacture, on-the-spot convenient installation and operation, smooth is adjusted simple; It is less to take up room, and the scope of application is wider; Significantly save Master Cost and mounting cost, especially for higher external of labour cost, this kind connector is more competitive.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is a kind of structural representation of the utility model.
Fig. 2 is the sectional view of Fig. 1 along the A-A line.
Sequence number explanation among the figure: 1 civil engineering beam, 2 grooved embedded parts, 3 main stress members, 4 grooved metal gaskets, 5 T type bolts, 6 connecting bolts, more than 7 font members, 8 tapping backing plates, 9 main munnions.
The specific embodiment
Specify the concrete structure of the utility model according to Fig. 1～2.This cell curtain wall Wind-Pressure Resistance connector comprises main stress member 3 parts such as grade on suspension member that is fixed on the curtain wall unit plate and the grooved embedded part 2 that is fixed on civil engineering beam 1.Wherein suspension member adopts the setting that is " a few font " can guarantee evenly stressed symmetrical double-vane and the member of imbedding connecting bolt head groove.The wall thickness of these a few font members 7 can be adjusted according to designing requirement, and is fixed on the side of main munnion 9 in the plug-in type munnion on the curtain wall unit plate through tapping backing plate 8 and connecting bolt 6.Main stress member 3 adopts the mutual vertically arranged L-shaped section in long and short limit.The mounting hole of civil engineering deviation can be absorbed fully along its long side direction setting, the T type bolt 5 on the grooved embedded part 2 can be inserted in the mounting hole; Along the slit-like through-holes that the exterior contour of its short side direction setting and a few character form component 7 matches, several character form components 7 are sleeved in the slit-like through-holes of main stress member 3, and slide along slit-like through-holes.Main stress member 3 is fixed together with civil engineering beam 1 through the T type bolt 5 that inserts on the grooved embedded part 2 in the mounting hole.
For the construction deviation that digests civil engineering beam 1 effectively and the installation deviation of grooved embedded part 2; End with the minor face homonymy of main stress member 3 is provided with the flank of tooth; The grooved metal gasket 4 that matches with the flank of tooth is assembled on the T type bolt 5 of grooved embedded part 2 of civil engineering beam 1, and main stress member 3 is fixed together with grooved metal gasket 4 and civil engineering beam 1 through the T type bolt 5 that inserts on the grooved embedded part 2 in the mounting hole.Also can be according to the size in 1 time space of civil engineering beam, the minor face and the end flank of tooth of main stress member 3 is made as not homonymy.
Several character form components 7 can be in factory be fixed on the side of main munnion 9 in the plug-in type munnion of curtain wall unit plate through connecting bolt 6 and tapping backing plate 8.After on-the-spot curtain wall unit plate is installed and finished, several character form components 7 below the slotted hole of main stress member 3 slides to civil engineering beam 1 from bottom to top, are fixed on main stress member 3 on the grooved embedded part 2 with T type bolt 5.There is tooth one side on the main stress member 3 long limits that have mounting hole, are equipped with grooved metal gasket 4 and connect, and on-the-spot installation is very easy.The L shaped short side direction of main stress member 3 can be adjusted according to civil engineering beam 1 lower room size, and it is little to take up room, and the scope of application is wider.The thickness of main stress member 3 and several character form components 7 and size can help practicing thrift cost according to the adjustment of actual area blast situation; Tapping backing plate 8 has also been practiced thrift cost to a certain extent as locking attaching nut's 6 reinforcement backing plate.
Claims (2)
1. cell curtain wall Wind-Pressure Resistance connector; Comprise the suspension member that is fixed on the curtain wall unit plate and be fixed on the main stress member on the civil engineering beam; It is characterized in that: said suspension member adopts and is " a few font " member; And being fixed on main munnion side in the plug-in type munnion on the curtain wall unit plate through tapping backing plate and connecting bolt, said main stress member adopts the mutual vertically arranged L-shaped section in long and short limit, along its long side direction mounting hole is set; The slit-like through-holes that matches along its short side direction setting and a few character form component exterior contour; Several character form components are sleeved in the slit-like through-holes of main stress member, and slide along slit-like through-holes, and the main stress member is fixed together through T type bolt and the civil engineering beam that inserts on the civil engineering beam grooved embedded part in the mounting hole.
2. cell curtain wall Wind-Pressure Resistance connector according to claim 1; It is characterized in that: the end of said main stress member is provided with the flank of tooth; The grooved metal gasket that matches with the flank of tooth is assembled on the T type bolt of civil engineering beam grooved embedded part, and the main stress member is fixed together through T type bolt and grooved metal gasket and the civil engineering beam that inserts on the grooved embedded part in the mounting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204000074U CN202299035U (en) | 2011-10-20 | 2011-10-20 | Air-pressure resisting connecting piece of unit curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204000074U CN202299035U (en) | 2011-10-20 | 2011-10-20 | Air-pressure resisting connecting piece of unit curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202299035U true CN202299035U (en) | 2012-07-04 |
Family
ID=46367963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204000074U Withdrawn - After Issue CN202299035U (en) | 2011-10-20 | 2011-10-20 | Air-pressure resisting connecting piece of unit curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202299035U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359213A (en) * | 2011-10-20 | 2012-02-22 | 沈阳远大铝业工程有限公司 | Wind load resistant connector for unitized curtain walls |
| CN102943526A (en) * | 2012-11-19 | 2013-02-27 | 王睿敏 | Building combined pendant, building structure and construction method |
| CN106320584A (en) * | 2016-08-23 | 2017-01-11 | 北京江河幕墙系统工程有限公司 | T-shaped hanging weight connecting structure |
-
2011
- 2011-10-20 CN CN2011204000074U patent/CN202299035U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359213A (en) * | 2011-10-20 | 2012-02-22 | 沈阳远大铝业工程有限公司 | Wind load resistant connector for unitized curtain walls |
| CN102943526A (en) * | 2012-11-19 | 2013-02-27 | 王睿敏 | Building combined pendant, building structure and construction method |
| CN102943526B (en) * | 2012-11-19 | 2014-10-29 | 王睿敏 | Building combined pendant, building structure and construction method |
| CN106320584A (en) * | 2016-08-23 | 2017-01-11 | 北京江河幕墙系统工程有限公司 | T-shaped hanging weight connecting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102359213B (en) | Wind load resistant connector for unitized curtain walls | |
| CN202611142U (en) | Hanging and connecting device for glass balustrade board | |
| CN202299035U (en) | Air-pressure resisting connecting piece of unit curtain wall | |
| CN203403527U (en) | Novel steel structural beam hanger connecting piece | |
| CN203174836U (en) | Heavy ceramic gravel curtain wall system with cross beam | |
| CN204715555U (en) | Combined type external wall insulation | |
| CN203393950U (en) | Installing structure of architectural ornament curved surface aluminum honeycomb board | |
| CN208473060U (en) | A kind of metal curtain wall | |
| CN203129375U (en) | Curtain wall T-shaped hanging piece installation device | |
| CN206667589U (en) | A kind of band hole assembling type outer wall construction | |
| CN201981728U (en) | Stainless steel composite covered column structure | |
| CN203701282U (en) | Pre-buried channel and support structure matched with same | |
| CN203669255U (en) | Metal plate decoration structure of circular stand column surface | |
| CN203174837U (en) | Combination hanging piece and beam-free reinforced ceramic gravel curtain wall system | |
| CN202194285U (en) | T-shaped connection member for curtain wall | |
| CN202108138U (en) | Building curtain wall base plate | |
| CN202519895U (en) | Sunshade connection structure | |
| CN203296169U (en) | Light steel structure assembly | |
| CN204781462U (en) | Anti wall fixing sub -assembly that splits | |
| CN202519850U (en) | Aluminum gusset plate curtain wall system | |
| CN204980794U (en) | Elevator landing door jamb spare | |
| CN207314716U (en) | A kind of connection fastener for wallboard connection | |
| CN204311623U (en) | A kind of curtain wall anchoring suspension member | |
| CN203008396U (en) | Fixed support seat of safety fence for door and window holes | |
| CN202055382U (en) | Arc-shaped surface adapter for curtain wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20120704 Effective date of abandoning: 20130501 |
|
| RGAV | Abandon patent right to avoid regrant |