CN202689335U - Double-layer beam structure with multiple spiral hoops - Google Patents
Double-layer beam structure with multiple spiral hoops Download PDFInfo
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- CN202689335U CN202689335U CN 201220129207 CN201220129207U CN202689335U CN 202689335 U CN202689335 U CN 202689335U CN 201220129207 CN201220129207 CN 201220129207 CN 201220129207 U CN201220129207 U CN 201220129207U CN 202689335 U CN202689335 U CN 202689335U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 210000003205 muscle Anatomy 0.000 claims description 26
- 238000005452 bending Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 5
- 239000008267 milk Substances 0.000 description 4
- 210000004080 milk Anatomy 0.000 description 4
- 235000013336 milk Nutrition 0.000 description 4
- 230000000007 visual effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
A double-layered beam structure with multiple spiral hoops, comprising a lower-layer beam having a top surface and a beam extension direction; the main stirrup set is partially embedded in the lower beam, extends along the extension direction of the beam, protrudes out of the top surface and is provided with a plurality of gaps; and the upper-layer spiral hoop is arranged on the top surface, extends along the beam extending direction, and each ring of the upper-layer spiral hoop extends into the gap of the main hoop reinforcement set respectively.
Description
Technical field
The utility model is about a kind of Two-layer Beam structure, and particularly, the utility model is a kind of Two-layer Beam structure of many spiral hoops.
Background technology
Promote along with building the object height degree, increase the indoor demand of utilizing the space, and take the safety of building thing into account.The shock resistance of steel concrete is also aobvious important.
When constructing with the structure of traditional Two-layer Beam, because upper strata muscle crotch blocks the space that main muscle is transferred, cause to put into main muscle in the muscle crotch of upper strata.In other words, main muscle is blocked by upper strata muscle crotch and is forced to concentrated setting or only can be arranged in the mode that the work muscle is set in the muscle crotch of upper strata, yet, adopt above-mentioned structure setting will reduce the structural strength of Two-layer Beam itself.
In addition, traditional Two-layer Beam structure the time also can derive other problems in construction, and is inadequate such as the angle of upper strata muscle crotch, or upper strata muscle crotch and the colligation of work muscle be bad etc., and situation occurs, and makes its strength deficiency.
The utility model content
A purpose of the present utility model is to provide a kind of Two-layer Beam structure of many spiral hoops, can improve structural strength.
The Two-layer Beam structure of many spiral hoops comprises lower floor's beam, has end face and beam bearing of trend; Main stirrup group, part is embedded in lower floor's beam, and main stirrup group is extended and is protruded from outside the end face and have a plurality of gaps along the beam bearing of trend; And the upper strata spiral hoop, being arranged on the end face, the upper strata spiral hoop stretches into respectively the gap of main stirrup group along each ring of the extension of beam bearing of trend and upper strata spiral hoop.
Two-layer Beam structure of the present utility model, wherein more comprise helical layer hoop, to should the upper strata spiral hoop and all be embedded in this lower floor's beam, this lower floor's spiral hoop extends and each ring of this lower floor's spiral hoop stretches into respectively those gaps of this main stirrup group along this beam bearing of trend.
Two-layer Beam structure of the present utility model, wherein this main stirrup group more comprises one first main stirrup group and one second main stirrup group, this first main stirrup group and this second main stirrup group overlap along this beam bearing of trend and arrange and have a plural gap, each ring of this upper strata spiral hoop stretches into respectively those gaps of this first main stirrup group, and each ring of this lower floor's spiral hoop stretches into respectively those gaps of this second main stirrup group.
Two-layer Beam structure of the present utility model, wherein this main stirrup group is plural crotch, part is embedded in the both sides of this lower floor's beam, paired crotch has a kink and an axis part, vertical this end face in this axis part and stretch into the gap of this upper strata spiral hoop wherein, this bending part are in this lower floor's beam and stretch into the gap of this lower floor's spiral hoop.
Two-layer Beam structure of the present utility model, wherein this axis part more comprises plural axial reinforcement and connects those crotches along this beam bearing of trend.
Two-layer Beam structure of the present utility model wherein more comprises plural main muscle and is arranged in this lower floor's spiral hoop and this upper strata spiral hoop along this beam bearing of trend.
Two-layer Beam structure of the present utility model wherein more comprises the secondary spiral hoop of a lower floor, stretches into respectively the gap of this lower floor's spiral hoop along each ring of the secondary spiral hoop of this beam bearing of trend extension and this lower floor.
Two-layer Beam structure of the present utility model wherein more comprises the secondary spiral hoop in a upper strata, stretches into respectively the gap of this upper strata spiral hoop along each ring of the secondary spiral hoop of this beam bearing of trend extension and this upper strata.
Two-layer Beam structure of the present utility model, wherein this main stirrup group and this end face have a difference in height.
Two-layer Beam structure of the present utility model, wherein this main stirrup group is a spiral hoop, has a circular section.
Two-layer Beam structure of the present utility model, wherein this main stirrup group is a spiral hoop, has a rectangular section.
Can be by following detailed Description Of The Invention and appended graphic being further understood about advantage of the present utility model and spirit.
Description of drawings
Figure 1A is an embodiment sectional drawing of the Two-layer Beam structure of the many spiral hoops of the utility model;
Figure 1B is an embodiment stereogram of the Two-layer Beam structure of the many spiral hoops of the utility model;
Fig. 2 is the embodiment sectional drawing that the Two-layer Beam structure of many spiral hoops has lower floor's spiral hoop;
Fig. 3 is the embodiment sectional drawing that the Two-layer Beam structure of many spiral hoops has the first main stirrup group and the second main stirrup group;
Fig. 4 is the embodiment sectional drawing that main stirrup group is plural crotch.
The critical element symbol description
Two-layer Beam structure 15 332 kinks of spiral hoop more than 100
200 lower floor's beams, 333 axial reinforcements
202 end faces, 400 upper strata spiral hoops
The secondary spiral hoop in 204 beam bearing of trends, 401 upper stratas
300 main stirrup group 500 lower floor's spiral hoops
The secondary spiral hoop of gap 20 501 lower floors of 302 main stirrup groups
310 first main stirrup group 600 main muscle
320 second main stirrup group h, h1, h2 difference in height
331 axis parts
The specific embodiment
The utility model provides a kind of Two-layer Beam structure of many spiral hoops.Figure 1A is the sectional drawing of the Two-layer Beam structure 100 of many spiral hoops.Shown in Figure 1A, the Two-layer Beam structure 100 of many spiral hoops comprises lower floor's beam 200, main stirrup group 300 and upper strata spiral hoop 400.Please also refer to Figure 1B, Figure 1B is the stereogram of the Two-layer Beam structure 100 of many spiral hoops.Lower floor's beam 200 has end face 202 and beam bearing of trend 204.Main stirrup group 300 parts are embedded in lower floor's beam 200, and main stirrup group 300 is extended and protruded from outside the end face 202 along beam bearing of trend 204, and has a plurality of gaps 302.As shown in Figure 1B, main stirrup group 300 is spiral hoops, has rectangular section, and one side of outstanding end face 202 has difference in height h with end face 202.In addition, the both sides on end face 202 respectively arrange a upper strata spiral hoop 400 (shown in Figure 1A dotted line frame) extends along beam bearing of trend 204, and each ring of upper strata spiral hoop 400 stretches into respectively the gap 302 of main stirrup group 300.Have the secondary spiral hoop 401 in upper strata between the upper strata spiral hoop 400 and extend along beam bearing of trend 204, and each ring of the secondary spiral hoop 401 in upper strata stretches into respectively the gap of upper strata, both sides spiral hoop 400.Having respectively plural main muscle 600 at the secondary spiral hoop 401 of upper strata spiral hoop 400 and upper strata wears wherein.In this embodiment, main stirrup group 300 casts from lower floor's beam 200 first in advance, and the secondary spiral hoop 401 in upper strata spiral hoop 400 and upper strata places lower floor's beam 200 tops together with main muscle 600, and then is in the milk.The Two-layer Beam structure 100 of many spiral hoops thus can be evenly distributed main muscle 600 to improve overall construction intensity, and in addition, the intersection degree of depth that the secondary spiral hoop 401 in difference in height h and upper strata and main stirrup group are 300 is visual demand and adjusting also.
Fig. 2 is the embodiment sectional drawing that the Two-layer Beam structure of many spiral hoops has lower floor's spiral hoop.As shown in Figure 2, the Two-layer Beam structure 100 of many spiral hoops comprises lower floor's beam 200, main stirrup group 300, upper strata spiral hoop 400 and lower floor's spiral hoop 500.Lower floor's beam 200 has end face 202, and wherein, the gap 302 of beam bearing of trend 204 and main stirrup group 300 can be with reference to shown in Figure 1B.Main stirrup group 300 parts are embedded in lower floor's beam 200, and main stirrup group 300 is extended and protruded from outside the end face 202 along beam bearing of trend 204, and has a plurality of gaps 302.As shown in Figure 2, main stirrup group 300 is spiral hoops, has circular section, and one side of outstanding end face 202 has difference in height h with end face 202.In addition, the both sides on end face 202 respectively arrange a upper strata spiral hoop 400 extends along beam bearing of trend 204, and each ring of upper strata spiral hoop 400 stretches into respectively the gap 302 of main stirrup group 300; Similarly, lower floor's spiral hoop 500 all is embedded in lower floor's beam 200, and helical layer hoop 500 once respectively is set in both sides, and each ring of parallel upper strata spiral hoop 400 and lower floor's spiral hoop 500 stretches into respectively the gap 302 of main stirrup group 300.Reach lower floor's spiral hoop 500 amongs between the upper strata spiral hoop 400 and have the secondary spiral hoop 501 of the secondary spiral hoop 401 in a upper strata and a lower floor, each ring that respectively encircles the secondary spiral hoop 501 in gap and lower floor that stretches into respectively upper strata, both sides spiral hoop 401 of the secondary spiral hoop 401 in upper strata stretches into respectively the gap of both sides lower floor spiral hoop 500.The main muscle 600 of plural number is arranged among upper strata spiral hoop 400, the secondary spiral hoop 401 in upper strata, the secondary spiral hoop 501 of lower floor's spiral hoop 500 and lower floor.At this embodiment, the secondary spiral hoop 501 of main stirrup group 300, lower floor's spiral hoop 500 and lower floor casts from lower floor's beam 200 first in advance, and the secondary spiral hoop 401 in upper strata spiral hoop 400 and upper strata places lower floor's beam 200 tops together with main muscle 600, and then is in the milk.The Two-layer Beam structure 100 of many spiral hoops thus, can be evenly distributed main muscle 600 to improve overall construction intensity, in addition, also visual demand and adjusting of the intersection degree of depth of 300 of the intersection degree of depth of the secondary spiral hoop 401 in difference in height h and upper strata and 300 of main stirrup groups or lower floor's pair spiral hoop 501 and main stirrup groups.
Fig. 3 is the embodiment sectional drawing that the Two-layer Beam structure of many spiral hoops has the first main stirrup group 310 and the second main stirrup group 320.As shown in Figure 3, the Two-layer Beam structure 100 of many spiral hoops mainly comprises lower floor's beam 200, main stirrup group 300, upper strata spiral hoop 400 and lower floor's spiral hoop 500.Lower floor's beam 200 has end face 202, and wherein, the gap 302 of beam bearing of trend 204 and main stirrup group 300 can be with reference to shown in Figure 1B.Main stirrup group 300 comprises the first main stirrup group 310 and the second main stirrup group 320, and both all partly are embedded in lower floor's beam 200, and overlap.That is the axle center of the first main stirrup group 310 and the second main stirrup group 320 is positioned at the up and down both sides of end face 202, and the line in both axle center is perpendicular to end face 202.In addition, main stirrup group 300 is spiral hoops, has circular section, therefore the first main stirrup group 310 and the second main stirrup group 320 also have a plurality of gaps 302.As shown in Figure 3, one side of the first main stirrup group 310 outstanding end faces 202 has difference in height h1 with end face 202; One side of the second main stirrup group 320 outstanding end faces 202 has difference in height h2 with end face 202.At this embodiment, the top of difference in height h1 and upper strata spiral hoop 400 is with high, in other embodiments, difference in height h1, h2 can be further according to the ratio adjustment of lower floor's beam 200.In addition, each ring that one upper strata spiral hoop 400 and upper strata spiral hoop 400 respectively be set of the both sides on end face 202 stretches into respectively the gap 302 of the first main stirrup group 310; Similarly, lower floor's spiral hoop 500 all is embedded in lower floor's beam 200, and helical layer hoop 500 once respectively is set in both sides, and each ring of parallel upper strata spiral hoop 400 and lower floor's spiral hoop 500 stretches into respectively the gap 302 of the second main stirrup group 320.The main muscle 600 of plural number is arranged among upper strata spiral hoop 400, lower floor's spiral hoop 500, the first main stirrup group 310 and the second main stirrup group 320.At this embodiment, the first main stirrup group 310, the second main stirrup group 320 and lower floor's spiral hoop 500 cast from lower floor's beam 200 first in advance, and upper strata spiral hoop 400 places lower floor's beam 200 tops together with main muscle 600, and then is in the milk.The Two-layer Beam structure 100 of many spiral hoops thus can be evenly distributed main muscle 600 to improve overall construction intensity, in addition, and the visual demand of difference in height h1, h2 and adjusting.
Fig. 4 is the embodiment sectional drawing that main stirrup group is plural crotch.As shown in Figure 4, the Two-layer Beam structure 100 of many spiral hoops comprises lower floor's beam 200, main stirrup group 300, upper strata spiral hoop 400 and lower floor's spiral hoop 500.Lower floor's beam 200 has end face 202, and wherein, the gap 302 of beam bearing of trend 204 and main stirrup group 300 can be with reference to shown in Figure 1B.In this embodiment, main stirrup group 300 is plural crotch, and part is embedded in the both sides of lower floor's beam 200, and the size identical with previous embodiment (with reference to Figure 1B) can be adopted in the gap 302 of crotch, but not as limit.Paired crotch has axis part 331 and kink 332, and wherein axis part 331 vertical end faces 202 have difference in height h with end face 202, and kink 332 is positioned at this lower floor's beam 200.At this embodiment, the top of difference in height h and upper strata spiral hoop 400 is with high, in other embodiments, difference in height h can be further according to the ratio adjustment of lower floor's beam 200.In addition, the both sides on end face 202 respectively arrange upper strata spiral hoop 400 extends along beam bearing of trend 204, and each ring of upper strata spiral hoop 400 stretches into respectively the gap 302 of main stirrup group 300; Similarly, lower floor's spiral hoop 500 all is embedded in lower floor's beam 200, and helical layer hoop 500 once respectively is set in both sides, and each ring of parallel upper strata spiral hoop 400 and lower floor's spiral hoop 500 stretches into respectively the gap 302 of main stirrup group 300.Reach lower floor's spiral hoop 500 amongs between the upper strata spiral hoop 400 and have the secondary spiral hoop 501 of the secondary spiral hoop 401 in a upper strata and a lower floor, each ring that respectively encircles the secondary spiral hoop 501 in gap and lower floor that stretches into respectively upper strata, both sides spiral hoop 401 of the secondary spiral hoop 401 in upper strata stretches into respectively the gap of both sides lower floor spiral hoop 500.The main muscle 600 of plural number is arranged among upper strata spiral hoop 400, the secondary spiral hoop 401 in upper strata, the secondary spiral hoop 501 of lower floor's spiral hoop 500 and lower floor, and axis part 331 comprises plural axial reinforcement 333 and is arranged at the both sides of crotch and connects crotch, and its connected mode can be welding or colligation etc.At this embodiment, the secondary spiral hoop 501 of main stirrup group 300, lower floor's spiral hoop 500 and lower floor casts from lower floor's beam 200 first in advance, and the secondary spiral hoop 401 in upper strata spiral hoop 400 and upper strata places lower floor's beam 200 tops together with main muscle 600, and then is in the milk.By the Two-layer Beam structure 100 of many spiral hoops of the present utility model, can be evenly distributed main muscle 600 to improve overall construction intensity, improve simultaneously and enclose Shu Xiaoyi.In addition, also visual demand and adjusting of the position of difference in height h and axial reinforcement 333, quantity.
By the above detailed description of preferred embodiments, be to wish more to know to describe feature of the present utility model and spirit, and be not to come category of the present utility model is limited with above-mentioned disclosed preferred embodiment.On the contrary, its objective is that hope can contain in the category of the claim that is arranged in the wish application of the utility model institute of various changes and tool equality.
Claims (11)
1. the Two-layer Beam structure of spiral hoop more than a kind is characterized in that this Two-layer Beam structure comprises:
One lower floor's beam has an end face and a beam bearing of trend;
One main stirrup group, part is embedded in this lower floor's beam, and this main stirrup group is extended and is protruded from outside this end face and have a plurality of gaps along this beam bearing of trend; And
One upper strata spiral hoop is arranged on this end face, and this upper strata spiral hoop stretches into respectively those gaps of this main stirrup group along each ring of this beam bearing of trend extension and this upper strata spiral hoop.
2. the Two-layer Beam structure of many spiral hoops as claimed in claim 1, it is characterized in that, more comprise helical layer hoop, to should the upper strata spiral hoop and all be embedded in this lower floor's beam, this lower floor's spiral hoop extends and each ring of this lower floor's spiral hoop stretches into respectively those gaps of this main stirrup group along this beam bearing of trend.
3. the Two-layer Beam structure of many spiral hoops as claimed in claim 2, it is characterized in that, this main stirrup group more comprises one first main stirrup group and one second main stirrup group, this first main stirrup group and this second main stirrup group overlap along this beam bearing of trend and arrange and have a plural gap, each ring of this upper strata spiral hoop stretches into respectively those gaps of this first main stirrup group, and each ring of this lower floor's spiral hoop stretches into respectively those gaps of this second main stirrup group.
4. the Two-layer Beam structure of many spiral hoops as claimed in claim 2, it is characterized in that, this main stirrup group is plural crotch, part is embedded in the both sides of this lower floor's beam, paired crotch has a kink and an axis part, vertical this end face in this axis part and stretch into the gap of this upper strata spiral hoop wherein, this bending part are in this lower floor's beam and stretch into the gap of this lower floor's spiral hoop.
5. the Two-layer Beam structure of many spiral hoops as claimed in claim 4 is characterized in that, this axis part more comprises plural axial reinforcement and connects those crotches along this beam bearing of trend.
6. the Two-layer Beam structure of many spiral hoops as claimed in claim 2 is characterized in that, more comprises plural main muscle and is arranged in this lower floor's spiral hoop and this upper strata spiral hoop along this beam bearing of trend.
7. the Two-layer Beam structure of many spiral hoops as claimed in claim 1 is characterized in that, more comprises the secondary spiral hoop of a lower floor, stretches into respectively the gap of this lower floor's spiral hoop along each ring of the secondary spiral hoop of this beam bearing of trend extension and this lower floor.
8. the Two-layer Beam structure of many spiral hoops as claimed in claim 1 is characterized in that, more comprises the secondary spiral hoop in a upper strata, stretches into respectively the gap of this upper strata spiral hoop along each ring of the secondary spiral hoop of this beam bearing of trend extension and this upper strata.
9. the Two-layer Beam structure of many spiral hoops as claimed in claim 1 is characterized in that, this main stirrup group and this end face have a difference in height.
10. the Two-layer Beam structure of many spiral hoops as claimed in claim 1 is characterized in that, this main stirrup group is a spiral hoop, has a circular section.
11. the Two-layer Beam structure of many spiral hoops as claimed in claim 1 is characterized in that, this main stirrup group is a spiral hoop, has a rectangular section.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW101201671U TWM433432U (en) | 2012-01-20 | 2012-01-20 | Multi-spiral stirrup of double-layer beam structure |
| TW101201671 | 2012-01-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689335U true CN202689335U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220129207 Expired - Lifetime CN202689335U (en) | 2012-01-20 | 2012-03-30 | Double-layer beam structure with multiple spiral hoops |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN202689335U (en) |
| TW (1) | TWM433432U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669726A (en) * | 2013-12-16 | 2014-03-26 | 沙洲职业工学院 | Reinforced concrete column with additional variable diameter sub-spiral stirrups |
-
2012
- 2012-01-20 TW TW101201671U patent/TWM433432U/en not_active IP Right Cessation
- 2012-03-30 CN CN 201220129207 patent/CN202689335U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669726A (en) * | 2013-12-16 | 2014-03-26 | 沙洲职业工学院 | Reinforced concrete column with additional variable diameter sub-spiral stirrups |
| CN103669726B (en) * | 2013-12-16 | 2016-04-06 | 沙洲职业工学院 | The reinforced concrete post of the additional sub-spiral stirrup of variable diameters |
Also Published As
| Publication number | Publication date |
|---|---|
| TWM433432U (en) | 2012-07-11 |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130123 |