CN201003240Y - Reverse T-shape beam spiral hoop structure - Google Patents
Reverse T-shape beam spiral hoop structure Download PDFInfo
- Publication number
- CN201003240Y CN201003240Y CNU2006201393460U CN200620139346U CN201003240Y CN 201003240 Y CN201003240 Y CN 201003240Y CN U2006201393460 U CNU2006201393460 U CN U2006201393460U CN 200620139346 U CN200620139346 U CN 200620139346U CN 201003240 Y CN201003240 Y CN 201003240Y
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- inverted
- spiral hoop
- shape
- top margin
- base
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Abstract
The utility model relates to a T-shaped beam spiral hoop structure which comprises an inverted T-shaped structure formed by plural inverted T-shaped spiral hoops connecting in series, and has plural gaps; wherein, each inverted T-shaped spiral hoop comprises a first bottom edge, a second bottom edge, a first top edge, a second top edge as well we a third top edge; and a first side edge which is used for connecting the first bottom edge and the first top edge, a second side edge which is used for connecting the first bottom edge and the second top edge, a third side edge which is used for connecting the second bottom edge and the second top edge as well as a fourth side edge which is used for connecting the second bottom edge and the third top edge. The third top edge stretches from one top end of the fourth side and is connected with a first top edge of the next inverted T-shaped spiral hoop, and also the second bottom edge is connected neck by neck with a first bottom edge of the next inverted T-shaped spiral hoop.
Description
Technical field
The utility model is about a kind of inverted T shape beam spiral hoop structure; Particularly, the utility model is about a kind of inverted T shape beam spiral hoop structure, and mat bends a continuity reinforcement(bar) and forms inverted T shape beam spiral hoop structure to reduce integrally-built amount of reinforcement and to promote efficiency of construction.
Background technology
In general steel concrete project organization, be the reinforcement seismic resistance, generally adopt stirrup that reinforcing bar and coagulation fortifield village are done up, so that reinforcing bar still can effectively combine in being subjected to the shake process with concrete.
Traditional beam stirrup structure after preparing earlier a beam stirrup cage and disposing main muscle, is that muscle forms in the top margin colligation of beam stirrup cage.Yet the requirement of the job specfication of being subject to and design strength, what be used for colligation is that muscle must be reserved one section reinforcing bar, with the top margin one common peripheral bundle master muscle of beam stirrup cage, reducing the beam stirrup structure, to be shaken the back be the probability that muscle breaks away from main muscle and structure partial destruction; And colligation is that the muscle step need be used more manpower and man-hour, whole manpower, material and the allotment in man-hour in being unfavorable for constructing.
The utility model content
Main purpose of the present utility model is to provide a kind of inverted T shape beam spiral hoop structure, and mat bends a continuity reinforcement(bar) and forms inverted T shape beam spiral hoop structure, to reduce integrally-built amount of reinforcement.
Another purpose of the present utility model is to provide a kind of inverted T shape beam spiral hoop structure, and the mat combining structure forms the beam spiro square hoop structure, to promote efficiency of construction.
Inverted T shape beam spiral hoop structure of the present utility model comprises a plurality of inverted T shape units spiral hoop and arranges each other and be connected to form inverted T shape beam spiral hoop structure, have a plurality of gaps, wherein per unit inverted T shape spiral hoop comprises first base, second base, first top margin, second top margin and the 3rd top margin at least; And connect the 3rd side of the first side of first base and first top margin, the second side that connects first base and second top margin, connection second base and second top margin and connect second base and the four side of the 3rd top margin.Wherein the 3rd top margin extends from a top of four side and links to each other with first top margin of an inferior unit inverted T shape spiral hoop, and first base of second base and inferior unit inverted T shape spiral hoop adjacency side by side.
The inverted T shape beam spiral hoop structure that the utility model provides, mat bend a continuity reinforcement(bar) and form inverted T shape beam spiral hoop structure, have reduced integrally-built amount of reinforcement, and mat combining structure formation beam spiro square hoop structure, have promoted efficiency of construction.
Description of drawings
Figure 1 shows that utility model inverted T shape beam spiral hoop structural perspective
The primary clustering symbol description
100 inverted T shape beam spiral hoops
200 unit inverted T shape spiral hoops
210 first bases
220 second bases
230 first top margins
240 second top margins
250 the 3rd top margins
260 first sides
270 second sides
280 the 3rd sides
290 four sides
300 gaps
310 first gaps
320 second gaps
330 third spaces
400 protuberances
The specific embodiment
The utility model provides a kind of inverted T shape beam spiral hoop structure, and mat bends a continuity reinforcement(bar) and forms inverted T shape beam spiral hoop structure, to reduce integrally-built amount of reinforcement and to promote the efficient of constructing.The continuity reinforcement(bar) of this place speech refers to a unbroken in succession reinforcing bar, and its length is enough to form a plurality of units inverted T shape spiral hoop, and kind is including but not limited to ribbed reinforcing bars, impression reinforcing bar and plain steel-bar.Inverted T shape beam spiral hoop structure of the present utility model is preferably by continuity reinforcement(bar) bending and forms, yet in different embodiment, also bent continuity reinforcement(bar) more than two sections forms a plurality of inverted T shape beam spiral hoops, then, make up a plurality of inverted T shape beam spiral hoops to the required length of design and construction to weld, to be spirally connected or other continuation method.
Shown in the preferred embodiment of Fig. 1, inverted T shape beam spiral hoop 100 is arranged connection each other by a plurality of units inverted T shape spiral hoop 200 and is formed, and per unit inverted T shape spiral hoop 200 comprises first base 210, second base 220, first top margin 230, second top margin 240 and the 3rd top margin 250 at least.As shown in Figure 1, in this preferred embodiment, first side 260 connects first base 210 and first top margins 230, and 210 mat second sides 270, first base and second top margin 240 are connected with each other; The 3rd side 280 connects second base 220 and second top margins 240, and second base, 220 mat four sides 290 and the 3rd top margin 250 are connected with each other.
As shown in Figure 1, the 210 mat second sides 270, first base of unit inverted T shape spiral hoop 200 link to each other with second top margin 240.Shown in the preferred embodiment of Fig. 1, the bearing of trend on first base 210 presss from both sides an angle with the bearing of trend of second top margin 240 and links to each other with second side 270.In this preferred embodiment, the preferable acute angle that is less than 30 degree of angle that the bearing of trend on the bearing of trend of second top margin 240 and first base 210 is folded, make per unit inverted T shape spiral hoop 200 have gap 300, between 50 millimeters (millimetres) to 110 millimeters (millimetres).
Shown in the preferred embodiment of Fig. 1, the 3rd top margin 250 extends from the top of four side 290 and links to each other with first top margin 230 of an inferior unit inverted T shape spiral hoop 200, and preferable first base 210 with inferior unit inverted T shape spiral hoops 200, second base 220 adjacency side by side.Yet in different embodiment, second base 220 also can be in response to different design requirements and structural strength, and a gap being arranged with first base, 210 spacings of an inferior unit inverted T shape spiral hoop 200, the bearing of trend of the 3rd top margin 250 pressed from both sides an angle with the bearing of trend on second base 220 and linked to each other with four side 270 this moment.
As shown in Figure 1, a plurality of units inverted T shape spiral hoop 200 preferable bendings by a continuity reinforcement(bar) of formation inverted T shape spiral hoop 100 form.Yet in different embodiment, per unit inverted T shape spiral hoop 200 also can form a plurality of units inverted T shape spiral hoop group individually, and being engaged with each other in the mode of welding or be spirally connected forms inverted T shape spiral hoop 100.In addition, in this preferred embodiment, the size of per unit inverted T shape spiral hoop 200 is all identical, yet in different embodiment, also can engage the unit inverted T shape spiral hoop 200 of different size, with in response to different design requirements and structural strength.
Shown in the preferred embodiment of Fig. 1, second top margin 240 connects second side 270 and the 3rd side 280 respectively, extends to form protuberance 400 on axially.Shown in the embodiment of Fig. 1, protuberance 400 is preferable rectangular, yet in different embodiment, protuberance 400 also can be square, and is trapezoidal, ∪ shape or other geometry.Shown in the preferred embodiment of Fig. 1, the equal in length on second side 270 length and first base 210, and the equal in length on the length of the 3rd side 280 and second base 220.Yet in different embodiment, also can be in response to different design requirements and structural strength, elasticity is adjusted second side 270 and the length ratio on first base 210 and the length ratio on the 3rd side 280 and second base 220.In addition, as shown in Figure 1, the length of second top margin 240 is preferably half of first base, 210 length.Yet in different embodiment, half of first base, 210 length also can slightly be lacked or slightly be longer than to the length of second top margin 240.
Shown in the preferred embodiment of Fig. 1, first top margin 230 of per unit inverted T shape spiral hoop 200 and the 3rd top margin 250 spacings have first gap 310, first top margin 230 of an inferior unit inverted T shape spiral hoop 200 and the 3rd top margin 250 spacings have the width in 320, the first gaps 310, second gap to equate with the width in second gap 320.In addition, in this preferred embodiment, second top margin 240 of per unit inverted T shape spiral hoop 200 has third space 330 with second top margin, 240 spacings of a time unit inverted T shape spiral hoop 200, and the width of third space 330 equates with the width in first gap 310.That is per unit inverted T shape spiral hoop 200 is equi-spaced apart to each other to be arranged, as shown in Figure 1.
The utility model is described by above-mentioned related embodiment, yet the foregoing description is only for implementing example of the present utility model.Must be pointed out that the embodiment that has disclosed does not limit scope of the present utility model.On the contrary, being contained in the modification of the spirit of claim and scope and equalization is provided with and all is contained in the scope of the present utility model.
Claims (10)
1. an inverted T shape beam spiral hoop structure is characterized in that, comprises:
A plurality of inverted T shape units spiral hoop is arranged each other and is connected to form inverted T shape beam spiral hoop structure, has a plurality of gaps, and wherein per unit inverted T shape spiral hoop comprises at least:
One first base and one second base;
One first top margin, one second top margin and one the 3rd top margin;
A first side that connects first base and first top margin;
A second side that connects first base and second top margin;
One the 3rd side that connects second base and second top margin; And
A four side that connects second base and the 3rd top margin;
Wherein, the 3rd top margin extends from a top of four side and links to each other with first top margin of an inferior unit inverted T shape spiral hoop, and first base of second base and inferior unit inverted T shape spiral hoop adjacency side by side.
2. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that the second side presss from both sides an angle with the 3rd side and is connected second top margin.
3. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that second top margin connects second side and the 3rd side respectively, extends to form a protuberance on axially.
4. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that the equal in length on the length of second side and first base.
5. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that the equal in length on the length of the 3rd side and second base.
6. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that the equal in length on the length on first base and second base.
7. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that the length of second top margin is half of the first base length.
8. inverted T shape beam spiral hoop structure as claimed in claim 1 is characterized in that, a plurality of inverted T shape units spiral hoop is formed by continuity reinforcement(bar) bending.
9. inverted T shape beam spiral hoop structure as claimed in claim 1, it is characterized in that, first top margin of per unit inverted T shape spiral hoop and the 3rd top margin spacing have one first gap, first top margin of an inferior unit inverted T shape spiral hoop and the 3rd top margin spacing have one second gap, and first gap width equates with the width in second gap.
10. inverted T shape beam spiral hoop structure as claimed in claim 9, it is characterized in that, second top margin of per unit inverted T shape spiral hoop has a third space with the second top margin spacing of a time unit inverted T shape spiral hoop, and the width of third space equates with the width in first gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006201393460U CN201003240Y (en) | 2006-11-27 | 2006-11-27 | Reverse T-shape beam spiral hoop structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006201393460U CN201003240Y (en) | 2006-11-27 | 2006-11-27 | Reverse T-shape beam spiral hoop structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201003240Y true CN201003240Y (en) | 2008-01-09 |
Family
ID=39038776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2006201393460U Expired - Lifetime CN201003240Y (en) | 2006-11-27 | 2006-11-27 | Reverse T-shape beam spiral hoop structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201003240Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2166173A1 (en) * | 2008-09-22 | 2010-03-24 | RUWA Drahtschweisswerk AG | Reinforcement unit for foundation constructions |
-
2006
- 2006-11-27 CN CNU2006201393460U patent/CN201003240Y/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2166173A1 (en) * | 2008-09-22 | 2010-03-24 | RUWA Drahtschweisswerk AG | Reinforcement unit for foundation constructions |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080109 |
|
| EXPY | Termination of patent right or utility model |