CN202227480U - Floor roof connection structure of light-steel house - Google Patents
Floor roof connection structure of light-steel house Download PDFInfo
- Publication number
- CN202227480U CN202227480U CN2011202873911U CN201120287391U CN202227480U CN 202227480 U CN202227480 U CN 202227480U CN 2011202873911 U CN2011202873911 U CN 2011202873911U CN 201120287391 U CN201120287391 U CN 201120287391U CN 202227480 U CN202227480 U CN 202227480U
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- Prior art keywords
- floor
- chord
- floor beam
- light
- light steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000010276 construction Methods 0.000 claims description 15
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 210000002356 Skeleton Anatomy 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 230000001808 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a floor roof connection structure of a light-steel house. The light-steel house comprises a light-steel floor roof and a light-steel wall body. The light-steel wall body comprises a transverse beam. The light-steel floor roof comprises a floor beam. Both the transverse beam and the floor beam are truss structures. The truss structure comprises chord rods and a web plate connecting piece. The chord rods are mutually arranged in parallel and connected through the web plate connecting piece. The floor beam is crossed with the light-steel wall body. The upper chord rod of the floor beam is lapped on the upper chord rod of the transverse beam and fixedly connected with the transverse beam. The lower chord rod of the floor beam is lapped on the lower chord rod of the transverse beam and fixedly connected with the transverse beam. The floor roof connection disclosed by the utility model is strong in integrity and strong in structural stability; the non-steady problem because floors in the traditional U-shaped groove floor roof connection are cut off is well solved; furthermore, the connection rigidity is high; the force transmission effect is good; and the problem of being low in connection bearing force of single rectangular pipe floor roof is solved; simultaneously, the phenomenon that the chord rods of the floor beam cannot be bended and the like can be avoided.
Description
Technical field
The utility model relates to a kind of building superstructure syndeton, is specifically related to a kind of light steel house superstructure syndeton.
Background technology
Light steel house is exactly a structural skeleton of setting up the house with the thin-walled steel, and this structure has that wall is thin, consumable quantity is low, from heavy and light, rapid, advantage that anti-seismic performance is good easy for installation.
Traditional way be with C shaped steel as stock, form structural element such as post, body of wall, beam then with C shaped steel, further build the structural skeleton in whole house.But C shaped steel self is thin-wall open section steel, the local buckling that therefore under stressed effect, is easy to take place thin plate; On the other hand, the web of C shaped steel is a whole plate, and consumable quantity is big, and cold and hot bridge phenomenon is serious, need outside skeleton, do outside one deck being incubated, and construction is trouble very.
These problems between C shaped steel; Developed in recent years and added the web connector with light steel quarter bend and form jack truss and come replaced C shaped steel as stock; And then, further build the structural skeleton in whole house with structural element such as this jack truss composition pillar, body of wall, beams.This jack truss has overcome the problem of C shaped steel opening thin, makees chord member with the quarter bend of remaining silent, thereby has improved the thin plate local stability greatly; In addition, the compartment of terrain is provided with the web connector between the chord member, has reduced cold and hot bridge phenomenon greatly.
The traditional method that the light steel of this jack truss house superstructure connects is: U type groove is set on the body of wall top one, on U type groove, places the upper chord of floor beam then, on the upper chord of floor beam, place the bottom U type groove of upper strata body of wall again.This way makes that floor is separated completely up and down, has seriously undermined structural stability, and the load of upper strata body of wall all passes to lower floor's body of wall through the top chord member of floor beam, is easy to like this lateral deflection of floor beam upper chord.
Therefore in later development, adopted in the middle of body of wall a quarter bend is set, the floor beam upper chord rides on this root quarter bend, a quarter bend is set on the floor beam upper chord then again it is pushed down.This way has solved the problem that floor that U type groove superstructure connects is cut off unstable and the easy lateral deflection of floor beam upper chord; But the load that transmits floor beam with single quarter bend is also undesirable to the way on the wall column, and when spacing big when load or wall column was big, single quarter bend just was difficult to carry; In addition, floor beam adopts upper chord to be connected with body of wall, and this can make all floor beam shearings bear by upper chord, and the outer of first connector is located upper chord and born relatively large moment of flexure at the floor beam two ends, makes upper chord flexing herein easily.
Summary of the invention
In view of this, the utility model provides a kind of light steel house superstructure syndeton, and this superstructure connection integrity is strong, and structural stability is strong, and coupling stiffness is big, and power transmission is effective, and the chord member of floor beam can not occur by phenomenons such as lateral deflections.
The light steel house superstructure syndeton of the utility model; Said light steel house comprises light steel superstructure and light steel wall, and said light steel wall comprises the crossbeam of horizontally set, and said light steel superstructure comprises floor beam; Said crossbeam and floor beam are trussed construction; Said trussed construction comprises chord member and web connector, is arranged in parallel between the said chord member and passes through the web connector to connect, and said floor beam and light steel wall intersect; The upper chord of said floor beam rides on the upper chord of crossbeam and with it and is fixedly connected, and the lower chord of floor beam rides on the lower chord of crossbeam and with it and is fixedly connected.
Further, the upper chord of said floor beam is fixedly connected through the angle steel connector with the upper chord of crossbeam, and the lower chord of said floor beam is fixedly connected through the angle steel connector with the lower chord of crossbeam;
Further, said crossbeam and floor beam are the sheet shape trussed construction that two chord members are formed;
Further, the cross section of said chord member is rectangle, C type or hat section;
Further, the material of said chord member and web connector is thin-walled steel, aluminium alloys or glass fiber reinforced plastic;
Further, said light steel superstructure also comprises floor plate, and said floor plate is laid on the floor beam.
The beneficial effect of the utility model is: the superstructure connection integrity of the utility model is strong; Structural stability is strong, and the floor that has solved traditional U type groove superstructure connection is well cut off problem of unstable, and coupling stiffness is big; Power transmission is effective; Solved single quarter bend superstructure and connected the low problem of bearing capacity, simultaneously, the chord member of floor beam can not occur by phenomenons such as lateral deflections; The superstructure syndeton of the utility model is simple, and easy construction can be widely used in the superstructure connection in light steel house.
Description of drawings
For the purpose, technical scheme and the advantage that make the utility model is clearer, will combine accompanying drawing that the utility model is done further to describe in detail below, wherein:
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the trussed construction sketch map;
Fig. 3 is another kind of trussed construction sketch map;
Fig. 4 is the structural representation of web connector;
Fig. 5 is the structural representation of another kind of web connector.
The specific embodiment
Below will be with reference to accompanying drawing, the preferred embodiment of the utility model is carried out detailed description.
Fig. 1 is the structural representation of the utility model; As shown in the figure, the light steel house superstructure syndeton of the utility model, said light steel house comprises light steel superstructure and light steel wall; Said light steel wall comprises the crossbeam 1 of horizontally set; Said light steel superstructure comprises floor beam 2, and said crossbeam 1 is trussed construction with floor beam 2, and said trussed construction comprises chord member 3 and web connector 4; Be arranged in parallel between the said chord member 3 and pass through web connector 4 and connect; Said floor beam 2 intersects with light steel wall, and the upper chord of said floor beam 2 rides on the upper chord of crossbeam 1 and with it and is fixedly connected, and the lower chord of floor beam 2 rides on the lower chord of crossbeam 1 and with it and is fixedly connected.
In the present embodiment, the upper chord of said floor beam 2 is fixedly connected through angle steel connector 5 with the upper chord of crossbeam 1, and the lower chord of said floor beam 2 is fixedly connected through angle steel connector 5 with the lower chord of crossbeam 1; Certainly, can also adopt other connector to be connected between the chord member 3 of floor beam 2 and the chord member 3 of crossbeam 1, or connected mode such as welding.
In the present embodiment, said crossbeam 1 is the sheet shape trussed construction that two chord members 3 are formed with floor beam 2.
In the present embodiment, the cross section of said chord member 3 is the square-section; Certainly, the cross section of chord member also can be C type or hat section, but quarter bend is preferred version because of its stability is high.
In the present embodiment, as shown in Figure 4, said web connector 4 is the butterfly connector, and the trussed construction of its composition is as shown in Figure 2; Certainly, as shown in Figure 5, web connector 4 also can be Z-shaped connector, and the trussed construction of its composition is as shown in Figure 3.
The material of said chord member 3 and web connector 4 is thin-walled steel, aluminium alloys or glass fiber reinforced plastic.
In the present embodiment, said light steel superstructure also comprises floor plate 6, and said floor plate 6 is laid on the floor beam 2.
During the utility model practical implementation; Earlier the light steel wall structure is put up; The floor beam 2 that will install by design team in advance more afterwards is connected with crossbeam 1; The upper chord of floor beam 2 rides on the upper chord of crossbeam 1 and through angle steel connector 5 and connects, and the lower chord of floor beam 2 rides on the lower chord of crossbeam 1 and through angle steel connector 5 and connects; After accomplishing being connected of each layer floor beam 2 and crossbeam 1, laying floor plate 6 on floor beam 2.
Explanation is at last; Above embodiment is only unrestricted in order to the technical scheme of explanation the utility model; Although the preferred embodiment through with reference to the utility model is described the utility model; But those of ordinary skill in the art should be appreciated that and can make various changes to it in form with on the details, and the spirit and the scope of the utility model that does not depart from appended claims and limited.
Claims (6)
1. light steel house superstructure syndeton; It is characterized in that: said light steel house comprises light steel superstructure and light steel wall; Said light steel wall comprises the crossbeam (1) of horizontally set; Said light steel superstructure comprises floor beam (2), and said crossbeam (1) and floor beam (2) are trussed construction, and said trussed construction comprises chord member (3) and web connector (4); Be arranged in parallel between the said chord member (3) and pass through web connector (4) and connect; Said floor beam (2) and light steel wall intersect, and the upper chord of said floor beam (2) rides on the upper chord of crossbeam (1) and with it and is fixedly connected, and the lower chord of floor beam (2) rides on the lower chord of crossbeam (1) and with it and is fixedly connected.
2. light steel according to claim 1 house superstructure syndeton; It is characterized in that: the upper chord of said floor beam (2) is fixedly connected through angle steel connector (5) with the upper chord of crossbeam (1), and the lower chord of said floor beam (2) is fixedly connected through angle steel connector (5) with the lower chord of crossbeam (1).
3. light steel according to claim 2 house superstructure syndeton is characterized in that: said crossbeam (1) and floor beam (2) are the sheet shape trussed construction that two chord members (3) are formed.
4. according to claim 1,2 or 3 described light steel house superstructure syndetons, it is characterized in that: the cross section of said chord member (3) is rectangle, C type or hat section.
5. light steel according to claim 4 house superstructure syndeton is characterized in that: the material of said chord member (3) and web connector (4) is thin-walled steel, aluminium alloys or glass fiber reinforced plastic.
6. light steel according to claim 1 house superstructure syndeton is characterized in that: said light steel superstructure also comprises floor plate (6), and said floor plate (6) is laid on the floor beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202873911U CN202227480U (en) | 2011-08-09 | 2011-08-09 | Floor roof connection structure of light-steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202873911U CN202227480U (en) | 2011-08-09 | 2011-08-09 | Floor roof connection structure of light-steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202227480U true CN202227480U (en) | 2012-05-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202873911U Expired - Fee Related CN202227480U (en) | 2011-08-09 | 2011-08-09 | Floor roof connection structure of light-steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202227480U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359182A (en) * | 2011-08-09 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light steel house structure |
| CN103276839A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel frame-eccentric support system |
| CN103276794A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column high-rise assembling steel frame-prestress central support system |
| CN105625583A (en) * | 2014-10-31 | 2016-06-01 | 上海宝冶集团有限公司 | Spacing connection torsion-proof node of floor boundary beam and vertical member in high-rise frame |
| CN106894575A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of Honeycomb Beam |
-
2011
- 2011-08-09 CN CN2011202873911U patent/CN202227480U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359182A (en) * | 2011-08-09 | 2012-02-22 | 重庆中瑞鑫安实业有限公司 | Light steel house structure |
| CN102359182B (en) * | 2011-08-09 | 2014-01-01 | 重庆中瑞鑫安实业有限公司 | Light steel house structure |
| CN103276839A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel frame-eccentric support system |
| CN103276794A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column high-rise assembling steel frame-prestress central support system |
| CN103276839B (en) * | 2013-06-08 | 2015-10-28 | 北京工业大学 | The how high-rise assembled steel framework-eccentrical braces of a kind of hollow irregular column |
| CN105625583A (en) * | 2014-10-31 | 2016-06-01 | 上海宝冶集团有限公司 | Spacing connection torsion-proof node of floor boundary beam and vertical member in high-rise frame |
| CN106894575A (en) * | 2015-12-21 | 2017-06-27 | 张跃 | A kind of Honeycomb Beam |
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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: 20120523 Termination date: 20120809 |