CN204960037U - Heavy girder steel and light steel circular arc outer wall connection structure of floor department - Google Patents
Heavy girder steel and light steel circular arc outer wall connection structure of floor department Download PDFInfo
- Publication number
- CN204960037U CN204960037U CN201520716989.6U CN201520716989U CN204960037U CN 204960037 U CN204960037 U CN 204960037U CN 201520716989 U CN201520716989 U CN 201520716989U CN 204960037 U CN204960037 U CN 204960037U
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- China
- Prior art keywords
- steel
- wall
- light steel
- heavy girder
- exterior wall
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Abstract
The utility model discloses a heavy girder steel and light steel circular arc outer wall connection structure of floor department, including light steel outer wall, fix heavy girder steel on light steel outer wall, fix the low -lying flatland frame floor beam on light steel outer wall and heavy girder steel and fix the floor panel on low -lying flatland frame floor beam, be provided with Z shaped steel connecting piece between the I -steel of heavy girder steel for being equipped with spaced -apart ports on the web, low -lying flatland frame floor beam and light steel outer wall, the up end and the low -lying flatland of I -steel puts up floor beam's lower terminal surface parallel and level, the lower terminal surface passing angle ferropexy of I -steel is on light steel outer wall inside wall. The utility model discloses a heavy girder steel has adopted the I -steel that is equipped with spaced -apart ports, guarantee the prerequisite of bearing under, lightened the weight of steel construction, convenient location is fixed during the installation, through Z shaped steel connecting piece, both stabilized being connected of redundant floor beam and light steel outer wall, also guaranteed the supporting stable of heavy girder steel to low -lying flatland frame floor beam, the lower extreme of heavy girder steel has not only adopted the angle bar fixed, adds simultaneously and has established the bracing, to weighing the fixed more firm of girder steel.
Description
Technical field
The utility model relates to show house long strands field, particularly a kind of heavy girder steel of floor place and light steel arc outer wall syndeton.
Background technology
Show house is a packaging of the commercial house, is also the reference example that house purchaser fits up effect.As the key factor of in building sales process, show house is more and more subject to the attention of real estate developer and liking of vast house-purchase client.At present, the heavy girder steel at show house floor place and the connected mode of light steel exterior wall have a variety of, most of connected mode is all unreasonable, often consider unilateral, be difficult to take into account steadiness and alleviate own wt, cause construction inconvenient, connect the problems such as unstable, the application life of show house is had a negative impact.
Utility model content
The purpose of this utility model is the defect overcoming prior art, provides a kind of easy construction, rational in infrastructure, steadiness good and the heavy girder steel at the floor place of lightweight and light steel arc outer wall syndeton.
To achieve these goals, the technical scheme taked of the utility model is as follows:
The heavy girder steel at floor place and a light steel arc outer wall syndeton, comprise concrete grade beam, the light steel exterior wall be fixed on by chemical anchor bolts on concrete grade beam, the heavy girder steel be fixed on light steel exterior wall, the frame floor joist and be fixed on the floor sheet material spread out on frame floor joist of spreading out be fixed on light steel exterior wall and heavy girder steel;
Described heavy girder steel is the i iron that web is provided with spacer holes;
Described spreading out between frame floor joist and light steel exterior wall is provided with Z-shape steel connector;
The flash of described Z-shape steel connector, described in spread out frame floor joist and described light steel exterior wall three be fixedly riveted together by the 3rd rivet;
First leg limit of described Z-shape steel connector is arranged on light steel exterior wall, and the second leg limit of described Z-shape steel connector is arranged on below the wing plate of i iron;
The upper surface of described i iron is concordant with the lower surface of the described frame floor joist that spreads out, and the lower surface of described i iron is fixed on described light steel inner side of outer wall wall by angle bar;
Described angle bar while be bolted to connection with the lower surface of described i iron, the another side of described angle bar is fixedly connected with by the second rivet with described light steel inner side of outer wall wall.
Further improve as the utility model, between described concrete grade beam and light steel exterior wall, be equipped with the thick SBS waterproof roll layer of 2mm.
Further improve as the utility model, between the lower surface of described i iron and described light steel inner side of outer wall wall, be provided with the diagonal brace of second consolidation.
Further improve as the utility model, between described light steel exterior wall inside and outside wall, be filled with glass fiber heat-preservation cotton.
Further improve as the utility model, described floor sheet material, the first leg limit and glass fiber heat-preservation cotton layer are fixed by the first rivet.
Compared with prior art, the beneficial effect acquired by the utility model is as follows:
Heavy girder steel of the present utility model have employed the i iron being provided with spacer holes, under ensureing the prerequisite of load-bearing, alleviates the own wt of steel work, and spacer holes installation is set time convenient location fix; By Z-shape steel connector, both stabilize the connection of spread out frame floor joist and light steel exterior wall, also ensure that heavy girder steel stablizing the support of the frame floor joist that spreads out; The lower end of heavy girder steel not use only angle bar and fixes, and has added diagonal brace simultaneously, and fixing of counterweight girder steel is more firm.Adopt the utility model show house steel work lightweight and good stability, contribute to the application life increasing show house.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present utility model;
Accompanying drawing 2 is the structural representation of the utility model i iron;
Accompanying drawing 3 is the utility model Z-shape steel connecting-piece structure schematic diagram.
In the accompanying drawings:
1 light steel exterior wall, 2 i iron, 3 spacer holes, 4 the 3rd rivets, 5 angle bar, 6 first rivets, 7Z structural steel connecting member, 7-1 first leg limit, 7-2 flash, 7-3 second leg limit, 8 bolts, 9 second rivets, 10 diagonal braces, 11 glass fiber heat-preservation cotton, 12 spread out frame floor joist, 13 floor sheet materials, 14 concrete grade beams, 15SBS waterproof roll layer, 16 chemical anchor bolts.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed further describing is carried out to the utility model.
As illustrated in the accompanying drawings from 1 to 3, the heavy girder steel at floor place and a light steel arc outer wall syndeton, comprise concrete grade beam 14, the light steel exterior wall 1 be fixed on by chemical anchor bolts 16 on concrete grade beam 14, the heavy girder steel be fixed on light steel exterior wall 1, the frame floor joist 12 and be fixed on the floor sheet material 13 spread out on frame floor joist 12 of spreading out be fixed on light steel exterior wall 1 and heavy girder steel.Described heavy girder steel is the i iron 2 that web is provided with spacer holes 3, under the prerequisite ensureing load-bearing, alleviates the own wt of steel work, and spacer holes installation is set time convenient location fix.Described spreading out between frame floor joist 12 and light steel exterior wall 1 is provided with Z-shape steel connector 7, the flash 7-2 of described Z-shape steel connector 7, described in spread out frame floor joist 12 and described light steel exterior wall 1 three be fixedly riveted together by the 3rd rivet 4, first leg limit 7-1 of described Z-shape steel connector 7 is arranged on light steel exterior wall 1, second leg limit 7-3 of described Z-shape steel connector 7 is arranged on below the wing plate of i iron 2, both stabilize spread out frame floor joist 12 and the connection of light steel exterior wall 1, also ensure that heavy girder steel stablizing the support of the frame floor joist 12 that spreads out.The upper surface of described i iron 2 is concordant with the lower surface of the described frame floor joist 12 that spreads out, and the lower surface of described i iron 2 is fixed on described light steel exterior wall 1 inside wall by angle bar 5.Described angle bar 5 while be fixedly connected with by bolt 8 with the lower surface of described i iron 2, the another side of described angle bar 5 is fixedly connected with by the second rivet 9 with described light steel exterior wall 1 inside wall.Be equipped with the thick SBS waterproof roll layer 15 of 2mm between described concrete grade beam 14 and light steel exterior wall 1, add waterproofing work, ensure the firm of light steel exterior wall 1.Be provided with the diagonal brace 10 of second consolidation between the lower surface of described i iron 2 and described light steel exterior wall 1 inside wall, the lower end of heavy girder steel not use only angle bar 5 and fixes, and added diagonal brace 10, fixing of counterweight girder steel is more firm simultaneously.Glass fiber heat-preservation cotton 11 is filled with between described light steel exterior wall 1 inside and outside wall.Described floor sheet material 13, first leg limit 7-1 and glass fiber heat-preservation cotton 11 layers are fixed by the first rivet 6.Use the utility model show house floor place syndeton, body of wall steel work lightweight and good stability, constructability.
The above embodiment is only preferred embodiment of the present utility model, and is not the exhaustive of the feasible enforcement of the utility model.For persons skilled in the art, to any apparent change done by it under the prerequisite not deviating from the utility model principle and spirit, all should be contemplated as falling with within claims of the present utility model.
Claims (5)
1. the heavy girder steel at floor place and a light steel arc outer wall syndeton, is characterized in that: it comprises concrete grade beam (14), the light steel exterior wall (1) be fixed on by chemical anchor bolts (16) on concrete grade beam (14), the heavy girder steel be fixed on light steel exterior wall (1), the frame floor joist (12) and be fixed on the floor sheet material (13) spread out on frame floor joist (12) of spreading out be fixed on light steel exterior wall (1) and heavy girder steel;
Described heavy girder steel is the i iron (2) that web is provided with spacer holes (3);
Described spreading out between frame floor joist (12) and light steel exterior wall (1) is provided with Z-shape steel connector (7);
The flash (7-2) of described Z-shape steel connector (7), described in spread out frame floor joist (12) and described light steel exterior wall (1) be fixedly riveted together by the 3rd rivet (4) three;
First leg limit (7-1) of described Z-shape steel connector (7) is arranged on light steel exterior wall (1), and the second leg limit (7-3) of described Z-shape steel connector (7) is arranged on below the wing plate of i iron (2);
The upper surface of described i iron (2) is concordant with the lower surface of the described frame floor joist (12) that spreads out, and the lower surface of described i iron (2) is fixed on described light steel exterior wall (1) inside wall by angle bar (5);
Described angle bar (5) while be fixedly connected with by bolt (8) with the lower surface of described i iron (2), another side and described light steel exterior wall (1) inside wall of described angle bar (5) pass through the second rivet (9) and are fixedly connected with.
2. the heavy girder steel at a kind of floor place according to claim 1 and light steel arc outer wall syndeton, is characterized in that: be equipped with the SBS waterproof roll layer (15) that 2mm is thick between described concrete grade beam (14) and light steel exterior wall (1).
3. the heavy girder steel at a kind of floor place according to claim 1 and light steel arc outer wall syndeton, is characterized in that: the diagonal brace (10) being provided with second consolidation between the lower surface of described i iron (2) and described light steel exterior wall (1) inside wall.
4. the heavy girder steel at a kind of floor place according to claim 1 and light steel arc outer wall syndeton, is characterized in that: be filled with glass fiber heat-preservation cotton (11) between described light steel exterior wall (1) inside and outside wall.
5. the heavy girder steel at a kind of floor place according to claim 1 and light steel arc outer wall syndeton, is characterized in that: described floor sheet material (13), the first leg limit (7-1) are fixed by the first rivet (6) with glass fiber heat-preservation cotton (11) layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520716989.6U CN204960037U (en) | 2015-09-17 | 2015-09-17 | Heavy girder steel and light steel circular arc outer wall connection structure of floor department |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520716989.6U CN204960037U (en) | 2015-09-17 | 2015-09-17 | Heavy girder steel and light steel circular arc outer wall connection structure of floor department |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960037U true CN204960037U (en) | 2016-01-13 |
Family
ID=55055112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520716989.6U Expired - Fee Related CN204960037U (en) | 2015-09-17 | 2015-09-17 | Heavy girder steel and light steel circular arc outer wall connection structure of floor department |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960037U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN111197350A (en) * | 2020-01-10 | 2020-05-26 | 鞍钢中电建筑科技股份有限公司 | Peripheral revetment system and main part unit's connected node and building structure |
-
2015
- 2015-09-17 CN CN201520716989.6U patent/CN204960037U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
| CN111197350A (en) * | 2020-01-10 | 2020-05-26 | 鞍钢中电建筑科技股份有限公司 | Peripheral revetment system and main part unit's connected node and building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20180917 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |