CN204850247U - Stirrup connection structure of cross steel sheet - Google Patents
Stirrup connection structure of cross steel sheet Download PDFInfo
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- CN204850247U CN204850247U CN201520452993.6U CN201520452993U CN204850247U CN 204850247 U CN204850247 U CN 204850247U CN 201520452993 U CN201520452993 U CN 201520452993U CN 204850247 U CN204850247 U CN 204850247U
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- stirrup
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- steel
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Abstract
The utility model relates to a stirrup connection structure of cross steel sheet, include: the cross steel sheet, including first I -steel and second I -steel, the web of first I -steel is connected with the web intercrossing of second I -steel, forms connected node, and the web of first I -steel is including first section and second section using connected node as the boundary, and the web of second I -steel includes and uses the third section and the fourth section of connected node as the boundary, locate in the first section in relative both sides face and the second section four connecting plates of both sides face relatively respectively, be equipped with the connecting hole of interval arrangement on the connecting plate, and the hoop locates a plurality of stirrups of third section and fourth section, and two links of stirrup are inserted respectively and are established two connecting holes connecting the correspondence in two connecting plates of the homonymy of the web of first I -steel. Through in advance at the web of I -steel welding steel sheet to if the connecting hole, insert the tip of stirrup in the corresponding connecting hole fixed, not need with welded steel on the I -steel, save time and resource.
Description
Technical field
The utility model relates to the realm of building construction, espespecially a kind of stirrup syndeton of cross steel plate.
Background technology
Along with the continuous increase of population and the day by day deficient of land resources, the height of building is also more and more higher.Traditional frame construction can not meet people to building using function and building height demand.So stiffness structure is widely used in super high rise structure.So-called stiffness structure, namely in traditional reinforced concrete structure (post, beam), increases steel work, when structural section amasss constant, effectively improves the rigidity of structure and intensity.But meanwhile, due to the use of steel work, cause again the difficulty at bean column node place reinforcement construction.
The advantage of the system of the cross post of steel concrete is more outstanding, uses more, and traditional way adopts i iron welding to be formed cross, establishes and connect, and be fixedly welded on cross steel plate with stirrup hoop.But due to steel column higher that cross steel plate is formed, the short transverse along steel column needs interval to weld multiple reinforcing bar, when the stirrup carrying out cross steel plate connects, welding job is heavy time-consuming again, and wasting manpower and material resources, operating efficiency is low.
Utility model content
The purpose of this utility model is the defect overcoming prior art, provides a kind of stirrup syndeton of cross steel plate, and solve in prior art and need interval to weld multiple reinforcing bar, welding job is heavy time-consuming again, the problem of wasting manpower and material resources.
The technical scheme realizing above-mentioned purpose is: the stirrup syndeton providing cross steel plate, comprising:
Cross steel plate, comprise the first i iron and the second i iron, the web of described first i iron and the mutual interconnection of web of described second i iron, form connected node, the web of described first i iron comprises with described connected node be boundary first paragraph and second segment, and it is boundary the 3rd section and the 4th section that the web of described second i iron comprises with described connected node;
Be located at four junction plates of relative two sides and relative two sides in described second segment in described first paragraph respectively, described junction plate is provided with spaced connecting hole; And
Multiple stirrups of described 3rd section and described 4th section are located at by hoop, and two links of described stirrup plug two connecting holes of the correspondence in two junction plates of the homonymy of the web being connected to described first i iron respectively.
The beneficial effect of the stirrup syndeton of the utility model cross steel plate:
In advance at the both sides welding steel of the web of i iron, and connecting hole is offered on steel plate, when the stirrup carrying out cross steel plate connects, the end of stirrup is only needed to insert in connecting hole, thus do not need reinforcing bar to be carried out one by one be welded on the web of i iron, not only save time, increase work efficiency, and economize on resources.
The further improvement of the stirrup syndeton of the utility model cross steel plate is, described junction plate vertical welding is in the web of described first i iron.
The further improvement of the stirrup syndeton of the utility model cross steel plate is, described stirrup is ㄇ type.
The further improvement of the stirrup syndeton of the utility model cross steel plate is, the size fit of the internal diameter of described connecting hole and the link of described stirrup.
Accompanying drawing explanation
Fig. 1 is the stirrup syndeton top view of the utility model cross steel plate; And
Fig. 2 is the stirrup syndeton lateral view of the utility model cross steel plate.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The utility model provides a kind of stirrup syndeton of cross steel plate, is described below in conjunction with the stirrup syndeton of accompanying drawing to the utility model cross steel plate.
Consult Fig. 1, show the stirrup syndeton top view of the utility model cross steel plate.As shown in Figure 1, the stirrup syndeton of the utility model cross steel plate, comprising: cross steel plate 1, junction plate 2 and stirrup 3, and wherein junction plate 2 is located on cross steel plate 1, and junction plate 2 is interval with connecting hole, stirrup 3 by plug be fixed on junction plate 2 hoop be located at cross steel plate 1.The utility model is by the both sides welding steel at the web of i iron, and connecting hole is offered on steel plate, when the stirrup carrying out cross steel plate connects, two links of stirrup are only needed to insert in connecting hole, thus do not need reinforcing bar to be carried out one by one be welded on the web of i iron, save time, increase work efficiency, economize on resources.
As shown in Figure 1, cross steel plate 1 comprises the first i iron 10 and the second i iron 11.In the present embodiment, the first i iron 10 and the second i iron 11 include top flange plate, bottom wing listrium and perpendicular to the web be located between top flange plate and bottom wing listrium.The web of the first i iron 10 and the web of the second i iron 11 mutually intersect and are connected and fixed, and form connected node 12.The web of the first i iron 10 is boundary the 3rd section 110 and the 4th section 111 with connected node 12 for web that boundary is divided into first paragraph 100 and second segment 101, second i iron 11 comprises with connected node 12 by connected node 12.In the present embodiment, connected node 12 is positioned at the centre of web, but not as limit, the connected node 12 of the first i iron 10 and the second i iron 11 can be decided according to the actual requirements.
Consult Fig. 2, show the stirrup syndeton lateral view of the utility model cross steel plate.Shown in composition graphs 1 and Fig. 2, junction plate 2 is located at the web of the first i iron 10, particularly, two relative sides of the first paragraph 100 of the web of the first i iron 10 are vertically welded with junction plate 2 respectively, and two relative sides of second segment 101 are vertically welded with junction plate 2 respectively.Junction plate 2 is provided with spaced multiple connecting hole 20 along its length.In the present embodiment, the internal diameter of connecting hole 20 and the size of stirrup 3 suitable, connecting hole 20 plugs fixing for stirrup 3, adopts to plug fixing method and instead of traditional welding manner, economizes on resources, raises the efficiency.In the present embodiment, the length of junction plate 2 is identical with the length of the second i iron 11 with the first i iron 10.Junction plate 2 width less, be far smaller than the top flange plate of the first i iron 10 and the width of bottom wing listrium, junction plate 2 plays the effect of fixing stirrup 3.
The periphery of the 3rd section 110 of the second i iron 11 is located at by stirrup 3 hoop, and stirrup 3 is in ㄇ type, and two links of stirrup 3 curve inwardly respectively and plug the connecting hole 20 of the junction plate 2 being connected to the 3rd section of 110 side, place, thus stirrup 3 is fixed on junction plate 2.The periphery of the 4th section 111 of the second i iron 11 is located at by stirrup 3 hoop, and two links of stirrup 3 curve inwardly respectively and plug the connecting hole 20 of the junction plate 2 being connected to the 4th section of 111 side, place, thus stirrup 3 is fixed on junction plate 2.
Stirrup 3 is established along the short transverse interval hoop of the first i iron 10 and the second i iron 11, and the distance between the number of stirrup 3 and multiple stirrup 3 does not limit, and the distance between multiple stirrup 3 is decided according to the actual requirements.
The beneficial effect of the stirrup syndeton of the utility model cross steel plate is:
The stirrup syndeton of the utility model cross steel plate is passed through in advance at the both sides welding steel of the web of i iron, and connecting hole is offered on steel plate, when the stirrup carrying out cross steel plate connects, two links of stirrup are only needed to insert respectively in corresponding connecting hole and can fix, thus do not need reinforcing bar to be welded in one by one on the web of i iron, not only save time, increase work efficiency, and economize on resources.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (4)
1. a stirrup syndeton for cross steel plate, is characterized in that, comprising:
Cross steel plate, comprise the first i iron and the second i iron, the web of described first i iron and the mutual interconnection of web of described second i iron, form connected node, the web of described first i iron comprises with described connected node be boundary first paragraph and second segment, and it is boundary the 3rd section and the 4th section that the web of described second i iron comprises with described connected node;
Be located at four junction plates of relative two sides and relative two sides in described second segment in described first paragraph respectively, described junction plate is provided with spaced connecting hole; And
Multiple stirrups of described 3rd section and described 4th section are located at by hoop, and two links of described stirrup plug two connecting holes of the correspondence in two junction plates of the homonymy of the web being connected to described first i iron respectively.
2. the stirrup syndeton of cross steel plate as claimed in claim 1, it is characterized in that, described junction plate vertical welding is in the web of described first i iron.
3. the stirrup syndeton of cross steel plate as claimed in claim 1, it is characterized in that, described stirrup is ㄇ type.
4. the stirrup syndeton of cross steel plate as claimed in claim 3, is characterized in that, the size fit of the internal diameter of described connecting hole and the link of described stirrup.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520452993.6U CN204850247U (en) | 2015-06-29 | 2015-06-29 | Stirrup connection structure of cross steel sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520452993.6U CN204850247U (en) | 2015-06-29 | 2015-06-29 | Stirrup connection structure of cross steel sheet |
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CN204850247U true CN204850247U (en) | 2015-12-09 |
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CN201520452993.6U Expired - Fee Related CN204850247U (en) | 2015-06-29 | 2015-06-29 | Stirrup connection structure of cross steel sheet |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113323271A (en) * | 2021-06-09 | 2021-08-31 | 中国建筑第八工程局有限公司 | Stiff column stirrup structure and construction method thereof |
-
2015
- 2015-06-29 CN CN201520452993.6U patent/CN204850247U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113323271A (en) * | 2021-06-09 | 2021-08-31 | 中国建筑第八工程局有限公司 | Stiff column stirrup structure and construction method thereof |
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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: 20151209 Termination date: 20210629 |
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CF01 | Termination of patent right due to non-payment of annual fee |