CN201406777Y - Steel-structure external wallboard connecting device - Google Patents
Steel-structure external wallboard connecting device Download PDFInfo
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- CN201406777Y CN201406777Y CN2009200399266U CN200920039926U CN201406777Y CN 201406777 Y CN201406777 Y CN 201406777Y CN 2009200399266 U CN2009200399266 U CN 2009200399266U CN 200920039926 U CN200920039926 U CN 200920039926U CN 201406777 Y CN201406777 Y CN 201406777Y
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Abstract
The utility model provides a steel-structure external wallboard connecting device which is composed of a channel steel connecting piece, a T-shaped steel connecting piece, a first bolt pair, a secondbolt pair and a washer. A through hole is arranged in the middle of a top flange of the channel steel connecting piece, and a bottom flange is fixedly connected with the steel beam top flange. The through holes are respectively arranged in the middle of a plane of a horizontal limb of the T-shaped steel connecting piece and in the middle of upper/lower planes of a vertical limb. The first bolt pair is connected with a middle hole of the plane of the horizontal limb of the T-shaped steel connecting piece after respectively penetrating through a hole on the top flange of the channel steel connecting piece and the washer. The second bolt pair is connected with a steel-structure external wallboard after respectively penetrating through the holes on the vertical upper/lower planes of the T-shaped steel connecting piece and the washer. The three through holes on the T-shaped steel connecting piece and the washer can lead the external wallboard to generate displacements in three directions, so as to ensure flexible connection of the wallboard. Moreover, the method of bolt connection greatly improves the degree of assembling and standardizing.
Description
Technical field
The utility model belongs to building unit link technique field, more particularly, relates to be used for a kind of side fascia Quick Connect Kit of steel building.
Background technology
Steel work is widely used in buildings such as factory building, office building, supermarket, and along with the demand of country to housing industrialization, steel house develops rapidly throughout the country.
Present steel building side fascia is installed mostly with embedded method or plug-in method.The wallboard that wherein embedded method is installed is easy to generate the problem of hot and cold bridge, does not therefore meet the developing direction that steel building economizes on resources.Plug-in method adopts mostly built-in fitting is set on wallboard, fixing with the welding of steel work main body at the construction field (site), the field Welding workload is big, the assemblingization degree is low but this joint connecting method not only causes, thereby and do not possess the ability that produces free displacement with the fixing wallboard that makes of steel work welding, add that the steel building side fascia mostly is Light trabs, therefore destroy because of the distortion that can't adapt to the steel work main body easily at external force wainscot sheathings such as earthquakes.Therefore present side fascia method of attachment can't be given full play to the advantage of steel building.
Summary of the invention
The purpose of this utility model is in order to solve above-mentioned problems of the prior art and deficiency, make steel building construction fast, characteristics can be given full play to easily, solve the steel work side fascia problem of difficulty and connected mode destructible wallboard is installed, a kind of steel work side fascia linkage is provided.
In order to achieve the above object, a kind of steel work side fascia linkage of the present utility model is made of channel-section steel connector 1, T steel connector 2, first bolt, 3, second bolt 4 and packing ring 5.Offering a through hole in the middle of the top flange of channel-section steel connector 1, fixedlys connected with girder steel 6 top flanges in the bottom flange; In the middle of the horizontal limb plane of T steel the connector 2 and centre on the vertical upper and lower plane of limb respectively offers a through hole; The horizontal limb plane interstitial hole that first bolt 3 passes hole, packing ring 5 and T steel connector 2 on the top flange of channel-section steel connector 1 respectively is connected; The hole that second bolt 4 passes respectively on the vertical upper and lower plane of T steel connector 2 is connected with steel work side fascia 7 with packing ring 5.
The channel-section steel connector 1 of the above adopts hot-rolled steel channel or welding built channel, and the through hole of offering in the middle of its top flange is and the equidirectional oval slotted hole of T steel connector 2 horizontal limb plane intermediate throughholes.
The T steel connector 2 employing hot rolling T steels of the above or the T steel of welding combination, the through hole of offering respectively in the middle of the upper and lower plane of middle and vertical limb, its horizontal limb plane is oval slotted hole.Its long diameter of oval slotted hole of offering in the middle of the horizontal limb plane is perpendicular to lower plane on the vertical limb of T steel; The oval slotted hole of respectively offering in the middle of the upper and lower plane of vertical limb, its long diameter is a horizontal direction.
The packing ring 5 of the above is the elastoplast manufacturing.
A kind of steel work side fascia linkage of the present utility model, its advantage and beneficial effect mainly are the T steel connector.Because the oval slotted hole on the vertical limb of the T steel plane has certain displacement before and after making wallboard, it is movable that oval slotted hole on the horizontal limb of the T steel plane can make about wallboard, T steel is connected with the bolt of channel-section steel, and the flexible plastic washer of bolting pad makes wallboard that displacement a little can be arranged up and down.Thereby realize flexibly connecting on steel work side fascia and three directions of agent structure.
A kind of steel work side fascia linkage of the present utility model can make wallboard all have certain free displacement on three directions, can fully adapt to the distortion of main body steel work, can avoid wallboard because of outside destroy such as earthquakes.And bolt connects the assembling advantage can comprehensively bring into play steel work, is easy to realize standardization, ensures the quality of products.Therefore this novel external wall board connecting equipment is specially adapted to steel building, and is helpful to the wall construction speed and the quality that improve steel building.
Below in conjunction with drawings and Examples technology contents of the present utility model is described further; but following embodiment only is the utility model example wherein; the rights protection scope of not representing the utility model and being limited, rights protection scope of the present utility model is as the criterion with claims.
Description of drawings
Fig. 1 is the utility model schematic diagram;
Fig. 2 is a T steel connector schematic diagram;
Fig. 3 uses schematic diagram for the utility model;
Among the figure, 1-channel-section steel connector; 2-T shaped steel connector; The 3-first bolt width of cloth; The 4-second bolt width of cloth;
The 5-packing ring; The 6-girder steel; The 7-side fascia; 8-compressibility material; The 9-concrete floor system.
The specific embodiment
As shown in Figure 1, a kind of steel work side fascia linkage of the present utility model is made of channel-section steel connector 1, T steel connector 2, first bolt, 3, second bolt 4 and packing ring 5.
As shown in Figure 2, T steel connector 2 is a hot roll T shaped steel, and in the middle of its horizontal limb plane and the centre on the vertical upper and lower plane of limb respectively offers a slotted eye.Its long diameter of oval slotted hole of offering in the middle of the horizontal limb plane is perpendicular to lower plane on the vertical limb of T steel; The oval slotted hole of respectively offering in the middle of the upper and lower plane of vertical limb, its long diameter is a horizontal direction.
As Fig. 1, shown in Figure 3, channel-section steel connector 1 is common channel-section steel, offers slotted eye in the middle of the top flange, and the long diameter of the slotted eye in the middle of its long diametric(al) and the horizontal limb of the T steel plane is equidirectional, bottom flange and girder steel 6 top flange field Welding.
First bolt, 3 and second bolt 4 is the M20 plain bolt, and packing ring 5 is by the elastoplast manufacturing.The horizontal limb plane interstitial hole that first bolt 3 passes hole, packing ring 5 and T steel connector 2 on the top flange of channel-section steel connector 1 respectively is connected; The hole that second bolt 4 passes respectively on the vertical upper and lower plane of T steel connector 2 is connected with steel work side fascia 7 with packing ring 5.
First bolt, 3, second bolt, 4 close concrete floor system 9 one side coat with compressibility material 8.
Claims (6)
1, a kind of steel work side fascia linkage, constitute by channel-section steel connector (1), T steel connector (2), the first bolt width of cloth (3), the second bolt width of cloth (4) and packing ring (5), it is characterized in that: offering a through hole in the middle of the top flange of described channel-section steel connector (1), fixedlys connected with girder steel (6) top flange in the bottom flange; In the middle of the horizontal limb plane of described T steel connector (2) and the centre on the vertical upper and lower plane of limb respectively offers a through hole; The horizontal limb plane interstitial hole that the described first bolt width of cloth (3) passes hole, packing ring (5) and T steel connector (2) on the top flange of channel-section steel connector (1) respectively is connected; The hole that the described second bolt width of cloth (4) passes respectively on the vertical upper and lower plane of T steel connector (2) is connected with steel work side fascia (7) with packing ring (5).
2, a kind of steel work side fascia linkage according to claim 1, it is characterized in that: described channel-section steel connector (1) adopts hot-rolled steel channel or welding built channel, and the through hole of offering in the middle of its top flange is and the equidirectional oval slotted hole of the horizontal limb of T steel connector (2) plane intermediate throughholes.
3, a kind of steel work side fascia linkage according to claim 1, it is characterized in that: the T steel of described T steel connector (2) employing hot rolling T steel or welding combination, the through hole of offering respectively in the middle of the upper and lower plane of middle and vertical limb, its horizontal limb plane is oval slotted hole.
4, a kind of steel work side fascia linkage according to claim 1, it is characterized in that: described packing ring (5) is the elastoplast manufacturing.
5, a kind of steel work side fascia linkage according to claim 3 is characterized in that: its long diameter of oval slotted hole of offering in the middle of the horizontal limb of described T steel connector (2) plane is perpendicular to lower plane on the vertical limb of T steel connector (2).
6, a kind of steel work side fascia linkage according to claim 3 is characterized in that: described T steel connector (2) is the middle oval slotted hole of respectively offering in the upper and lower plane of limb vertically, and its long diameter is a horizontal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200399266U CN201406777Y (en) | 2009-04-22 | 2009-04-22 | Steel-structure external wallboard connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200399266U CN201406777Y (en) | 2009-04-22 | 2009-04-22 | Steel-structure external wallboard connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201406777Y true CN201406777Y (en) | 2010-02-17 |
Family
ID=41677709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200399266U Expired - Fee Related CN201406777Y (en) | 2009-04-22 | 2009-04-22 | Steel-structure external wallboard connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201406777Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949185A (en) * | 2010-09-09 | 2011-01-19 | 长春工程学院 | Outer hanging-wall plate connecting piece |
| CN102587677A (en) * | 2012-03-31 | 2012-07-18 | 天津住宅集团建设工程总承包有限公司 | Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures |
| CN103088944A (en) * | 2013-02-21 | 2013-05-08 | 胡和萍 | Curtain wall connector |
| CN103498510A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Steel-structure combined pillar |
| CN103556757A (en) * | 2013-10-22 | 2014-02-05 | 沈阳建筑大学 | Connecting component and construction method for autoclaved lightweight aerated concrete external wall plates and steel column |
| CN103883038A (en) * | 2013-10-24 | 2014-06-25 | 沈阳建筑大学 | Steaming and pressing light aerated concrete outer wallboard and steel beam connecting construction member and construction method |
| CN104499602A (en) * | 2014-11-29 | 2015-04-08 | 沈阳中辰钢结构工程有限公司 | Multi-layer composite thermal insulating outer wall |
| CN104847044A (en) * | 2015-04-28 | 2015-08-19 | 清华大学建筑设计研究院有限公司 | Prefabricated concrete steel wire net rack sandwiched curtain wall and installation method thereof |
| CN107143072A (en) * | 2017-05-04 | 2017-09-08 | 浙江绿筑集成科技有限公司 | A kind of point supporting type PC wallboard attachment means |
| CN110924562A (en) * | 2019-12-16 | 2020-03-27 | 北京首钢建设集团有限公司 | Flexible connection method for steel structure assembled exterior wall ALC wallboard |
-
2009
- 2009-04-22 CN CN2009200399266U patent/CN201406777Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949185A (en) * | 2010-09-09 | 2011-01-19 | 长春工程学院 | Outer hanging-wall plate connecting piece |
| CN102587677A (en) * | 2012-03-31 | 2012-07-18 | 天津住宅集团建设工程总承包有限公司 | Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures |
| CN102587677B (en) * | 2012-03-31 | 2014-08-06 | 天津住宅集团建设工程总承包有限公司 | Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures |
| CN103088944A (en) * | 2013-02-21 | 2013-05-08 | 胡和萍 | Curtain wall connector |
| CN103498510A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Steel-structure combined pillar |
| CN103556757A (en) * | 2013-10-22 | 2014-02-05 | 沈阳建筑大学 | Connecting component and construction method for autoclaved lightweight aerated concrete external wall plates and steel column |
| CN103883038A (en) * | 2013-10-24 | 2014-06-25 | 沈阳建筑大学 | Steaming and pressing light aerated concrete outer wallboard and steel beam connecting construction member and construction method |
| CN104499602A (en) * | 2014-11-29 | 2015-04-08 | 沈阳中辰钢结构工程有限公司 | Multi-layer composite thermal insulating outer wall |
| CN104847044A (en) * | 2015-04-28 | 2015-08-19 | 清华大学建筑设计研究院有限公司 | Prefabricated concrete steel wire net rack sandwiched curtain wall and installation method thereof |
| CN107143072A (en) * | 2017-05-04 | 2017-09-08 | 浙江绿筑集成科技有限公司 | A kind of point supporting type PC wallboard attachment means |
| CN110924562A (en) * | 2019-12-16 | 2020-03-27 | 北京首钢建设集团有限公司 | Flexible connection method for steel structure assembled exterior wall ALC wallboard |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100217 Termination date: 20120422 |