CN202139696U - Structure pipe joggling structure and lightweight steel structure applying same - Google Patents
Structure pipe joggling structure and lightweight steel structure applying same Download PDFInfo
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- CN202139696U CN202139696U CN201120259480U CN201120259480U CN202139696U CN 202139696 U CN202139696 U CN 202139696U CN 201120259480 U CN201120259480 U CN 201120259480U CN 201120259480 U CN201120259480 U CN 201120259480U CN 202139696 U CN202139696 U CN 202139696U
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- structural tube
- pipe
- tenon pipe
- mortise structure
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Abstract
The utility model discloses a structure pipe joggling structure and a lightweight steel structure applying the same. The structure pipe joggling structure comprises a rabbet pipe and two structure pipes, wherein the ends of the two structure pipes are in butt joint, two ends of the rabbet pipe are inserted into the butted ends of the two structure pipes respectively, and the rabbet pipe is fixedly connected with the structure pipes. The lightweight steel structure applying the structure pipe joggling structure comprises a truss. The truss comprises structure pipes and web connecting pieces, wherein the structure pipes are parallel to each other and are connected through the web connecting pieces, and the structure pipes of the truss are lengthened by adopting the structure pipe joggling structure. Connecting pieces are not used on the outer edges of the structure pipes, so joints are flat, phenomena including protrusions and the like do not occur, the integrity of the joints is high, and the structure stability is high.
Description
Technical field
The utility model relates to a kind of lightweight steel construction, is specifically related to a kind of structural tube mortise structure and uses the lightweight steel construction of this mortise structure.
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 light steel of this jack truss house traditional method of floor connection up and down is: at one U type of body of wall sheet capital end setting groove, on U type groove, place the upper chord of flooring girder truss then, on the upper chord of flooring girder truss, 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 flooring girder truss, is easy to like this girder truss quarter bend lateral deflection of winding up.Therefore in later development, occurred connecting floor body of wall up and down with the die mould connector, its way is for continuing to use a stamping forming connector of metal sheet three or two sides connections at the outer of floor body of wall sheet post or square column quarter bend up and down.But this way also has problem, at first is that connector will pass through the special equipment punch forming, troublesome poeration, and cost is high; In addition,, therefore have a convexity, thereby make troubles for outer the decoration in floor link position wall skeleton outer because connector is to be in the quarter bend outer.
Summary of the invention
In view of this, the utility model provides a kind of structural tube mortise structure and has used the lightweight steel construction of this mortise structure, make the spreading junction of structural tube out-of-flatness phenomenons such as convexity can not occur, and structural stability is strong, and connector is easy to process, and is with low cost.
The structural tube mortise structure of the utility model comprises tenon pipe and two root architecture pipes, the butt-end of said two root architecture pipes, and insert respectively in the end of two root architecture pipes butt joints at the two ends of said tenon pipe, and be fixedly connected between tenon pipe and the structural tube.
Further, the periphery of said tenon pipe and structural tube closely cooperates in interior week;
Further, be connected through tapping screw between said tenon pipe and the structural tube;
Further, the length of said tenon pipe is 100 ~ 300mm;
Further, the material of said tenon pipe and structural tube is thin-walled steel, aluminium alloys or glass fiber reinforced plastic;
Further, said tenon pipe and structural tube are quarter bend;
Further, said tapping screw couples together the one side at least of tenon pipe and structural tube;
Further, said tenon pipe is the combination side by side of single quarter bend or many quarter bends.
The lightweight steel construction of the application said structure pipe mortise structure of the utility model; Said lightweight steel construction comprises truss; Said truss comprise structural tube and with the web connector; Being arranged in parallel between the structural tube and passing through the web connector connects, and the spreading of the structural tube of said truss adopts said structural tube mortise structure.
The beneficial effect of the utility model is:
The utility model uses the tenon pipe to penetrate between the two root architecture pipes of butt joint, and two root architecture pipes of butt joint are connected into an integral body, transmits stressed in the two root architecture pipes; The utility model does not use connector in the structural tube outer, so the junction is smooth, out-of-flatness phenomenons such as convexity can not occur, and the junction globality is strong, and structural stability is strong; In addition, the main connector that the utility model uses is the tenon pipe, and this tenon pipe is the tubing that is slightly less than structural tube, and is easy to process, and highly versatile is with low cost.
The structural tube mortise structure of the utility model is applied to the structural tube spreading of lightweight steel construction; The connection of story post structural tube, the connection of beam structure pipe about comprising; Make the syndeton stability of floor up and down of lightweight steel construction strong; Wall face is smooth, so the utility model can be widely used in the lightweight steel construction system.
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 tenon pipe and structural tube;
Fig. 2 is the structural representation of another kind of tenon pipe and structural tube;
Fig. 3 is the connection procedure sketch map of structural tube mortise structure;
Fig. 4 is the spreading sketch map of the structural tube of truss.
The specific embodiment
Below will be with reference to accompanying drawing, the preferred embodiment of the utility model is carried out detailed description.
Fig. 3 is the connection procedure sketch map of structural tube mortise structure; As shown in the figure; The structural tube mortise structure of the utility model comprises tenon pipe 1 and two root architecture pipes 2, the butt-end of said two root architecture pipes 2; Insert respectively in the end of two root architecture pipes 2 butt joint at the two ends of said tenon pipe 1, and be fixedly connected between tenon pipe 1 and the structural tube 2.
In the present embodiment, be connected through tapping screw 3 between said tenon pipe 1 and the structural tube 2; Certainly, can also adopt riveted joint to wait other connected mode between said tenon pipe 1 and the structural tube 2.
In the present embodiment, as depicted in figs. 1 and 2, said tenon pipe 1 is quarter bend with structural tube 2; The common structural pipe is a quarter bend in the lightweight steel construction, and certainly, structural tube can also be for pipe etc. according to actual needs, and the shape of tenon pipe is corresponding with structural tube.
In the present embodiment, said tapping screw 3 couples together at least one side of tenon pipe 1 with structural tube 2; Multiaspect is fixedly connected between tenon pipe 1 and the structural tube 2, can strengthen connective stability.
Said tenon pipe 1 can be for single quarter bend, and is as shown in Figure 1, also can be for the combination side by side of many quarter bends, and as shown in Figure 2.
As the further improvement of the utility model, the closely cooperating in interior week of the periphery of said tenon pipe 1 and structural tube 2; Therefore, the size of tenon pipe 1 is decided according to the size of structural tube 2, such as: structural tube 2 is 40 * 40 quarter bends, and then tenon pipe 1 is 37 * 37 quarter bends; Structural tube 2 is 40 * 60 quarter bends, and then tenon pipe 1 is 37 * 57 quarter bends; Structural tube 2 is 50 * 70 quarter bends, and then tenon pipe 1 is 47 * 67 quarter bends; Structural tube 2 is 40 * 80 quarter bends, and then tenon pipe 1 is two 37 * 37 quarter bends side by side; Tenon pipe 1 closely cooperates with structural tube 2, helps to improve the connection steadiness.
In the present embodiment, the length of said tenon pipe 1 is 100 ~ 300mm; Certainly, during actual the use, the structure of the length of tenon pipe 1 during by power transmission requires decision.
In the present embodiment, the material of said tenon pipe 1 and structural tube 2 is thin-walled steel, aluminium alloys or glass fiber reinforced plastic; These materials are the pipe material that adopts in the lightweight steel construction, have that wall is thin, consumable quantity is low, from heavy and light, easy for installation rapidly, advantage that anti-seismic performance is good.
As shown in Figure 3; At first tenon pipe 1 is inserted into wherein structural tube 2 ends that need connection; With tapping screw 3 modes structural tube 2 and tenon pipe 1 are linked together; End with an other root architecture pipe 2 is enclosed within on the tenon pipe 1 then, with tapping screw 3 structural tube 2 and tenon pipe 1 is linked together again, and the tenon head type of accomplishing two root architecture pipes 2 thus connects.
The lightweight steel construction of the application said structure pipe mortise structure of the utility model; Said lightweight steel construction comprises truss 4; As shown in Figure 4; Said truss 4 comprise structural tube 2 and with web connector 5, be arranged in parallel between the structural tube 2 and connect through web connector 5, the spreading of the structural tube 2 of said truss 4 adopts said structural tube mortise structure.
In the light steel wall structure, the situation that need carry out the structural tube spreading of truss comprises: connection and other any connection that needs the quarter bend of spreading of being connected of floor sheet post and square column structural tube, beam structure pipe up and down; Use the structural tube mortise structure of the utility model, the syndeton of floor stability is strong about making, and wall face is smooth.
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 (9)
1. structural tube mortise structure; It is characterized in that: comprise tenon pipe (1) and two root architecture pipes (2); The butt-end of said two root architecture pipes (2); Insert respectively in the end of two root architecture pipes (2) butt joints at the two ends of said tenon pipe (1), and be fixedly connected between tenon pipe (1) and the structural tube (2).
2. structural tube mortise structure according to claim 1 is characterized in that: the closely cooperating in interior week of the periphery of said tenon pipe (1) and structural tube (2).
3. structural tube mortise structure according to claim 1 is characterized in that: be connected through tapping screw (3) between said tenon pipe (1) and the structural tube (2).
4. structural tube mortise structure according to claim 1 is characterized in that: the length of said tenon pipe (1) is 100 ~ 300mm.
5. structural tube mortise structure according to claim 1 is characterized in that: the material of said tenon pipe (1) and structural tube (2) is thin-walled steel, aluminium alloys or glass fiber reinforced plastic.
6. according to any described structural tube mortise structure of claim 1 to 5, it is characterized in that: said tenon pipe (1) and structural tube (2) are quarter bend.
7. structural tube mortise structure according to claim 6 is characterized in that: said tapping screw (3) couples together at least one side of tenon pipe (1) with structural tube (2).
8. structural tube mortise structure according to claim 6 is characterized in that: said tenon pipe (1) is the combination side by side of single quarter bend or many quarter bends.
9. application rights requires the lightweight steel construction of 1 to 8 any described structural tube mortise structure; It is characterized in that: said lightweight steel construction comprises truss (4); Said truss (4) comprise structural tube (2) and with web connector (5); Being arranged in parallel between the structural tube (2) and passing through web connector (5) connects, and the spreading of the structural tube (2) of said truss (4) adopts said structural tube mortise structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120259480U CN202139696U (en) | 2011-07-21 | 2011-07-21 | Structure pipe joggling structure and lightweight steel structure applying same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120259480U CN202139696U (en) | 2011-07-21 | 2011-07-21 | Structure pipe joggling structure and lightweight steel structure applying same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202139696U true CN202139696U (en) | 2012-02-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120259480U Expired - Fee Related CN202139696U (en) | 2011-07-21 | 2011-07-21 | Structure pipe joggling structure and lightweight steel structure applying same |
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| CN (1) | CN202139696U (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 |
| CN103321301A (en) * | 2013-07-02 | 2013-09-25 | 宁波建工股份有限公司 | Attachment joint of precast reinforced concrete column and construction method of attachment joint |
| CN104234189A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Four-pipe truss structure of prefabricated house |
| CN106049677A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel structure |
| CN106041346A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel structure beam |
-
2011
- 2011-07-21 CN CN201120259480U patent/CN202139696U/en not_active Expired - Fee Related
Cited By (8)
| 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 |
| CN103321301A (en) * | 2013-07-02 | 2013-09-25 | 宁波建工股份有限公司 | Attachment joint of precast reinforced concrete column and construction method of attachment joint |
| CN104234189A (en) * | 2014-09-24 | 2014-12-24 | 刘子叔 | Four-pipe truss structure of prefabricated house |
| CN104234189B (en) * | 2014-09-24 | 2016-08-24 | 刘子叔 | A kind of four tubular truss structures of prefabricated house |
| CN106049677A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel structure |
| CN106041346A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel structure beam |
| CN106041346B (en) * | 2016-02-04 | 2019-03-29 | 李新华 | Steel structure girder |
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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: 20120208 Termination date: 20190721 |
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| CF01 | Termination of patent right due to non-payment of annual fee |