CN201261916Y - Late poured band structure adopting profiled bar short beam to improve shear force - Google Patents
Late poured band structure adopting profiled bar short beam to improve shear force Download PDFInfo
- Publication number
- CN201261916Y CN201261916Y CNU2008203020628U CN200820302062U CN201261916Y CN 201261916 Y CN201261916 Y CN 201261916Y CN U2008203020628 U CNU2008203020628 U CN U2008203020628U CN 200820302062 U CN200820302062 U CN 200820302062U CN 201261916 Y CN201261916 Y CN 201261916Y
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- Prior art keywords
- shaped steel
- shearing resistance
- ater
- short beam
- casting
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 238000010008 shearing Methods 0.000 claims abstract description 38
- 238000005266 casting Methods 0.000 claims description 39
- 210000003205 muscle Anatomy 0.000 claims description 20
- 239000004567 concrete Substances 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a latter pouring belt structure for enhancing shearing resistance by adopting a profile steel short beam. The latter pouring belt structure comprises two beam slabs (1) oppositely arranged, profile steel short beams (2) are pre-buried in the beam slabs (1), one end of the profile steel short beams (2) is pre-buried in the beam slabs (1), the other end of the profile steel short beams (2) extends out of the beam slabs (1), and a reinforced concrete latter pouring belt (3) is arranged between the two oppositely arranged profile steel short beams (2). Compared with the prior art, since the profile steel short beam is connected with the beam slabs and the latter pouring belt, the shearing resistance of the beam at the latter pouring belt can be greatly enhanced, the engineering security is ensured, the engineering quality is improved, the stress is reasonable, and the structure also has the characteristics of simple design and convenient and rapid construction.
Description
Technical field
The utility model relates to a kind of ater-casting structure, particularly a kind of ater-casting structure that adopts the shaped steel short beam to improve shearing resistance.
Background technology
The length of reinforced concrete beam and plate generally should be provided with the shrinkage joint when surpassing the shrinkage joint maximum spacing of regulation.When helping the ater-casting construction as the weather conditions of construction seasons, can not establish the shrinkage joint, the ater-casting is set on beam slab, the ater-casting width is 800～1000mm, the common way in ater-casting is that the reinforcing bar of beam slab does not cut off, and at an amount of stiffener of beam slab waist configuration.The shortcoming of this way is that the concrete at the old and new's concrete interface can not become integral body and make the shear strength of concrete low, thereby has reduced the shear resistance of beam.Therefore, this ater-casting can only be located at the little position of shearing usually.But, when bigger operation load is arranged at flooring, particularly at the floor that the heavy-duty vehicle operation is arranged, because the shearing that mobile point load (wheel load) causes on beam is bigger, and the position of mobile point load (wheel load) on beam change, and in this case, adopts common ater-casting, just seem and the shear resistance deficiency of beam stay hidden danger to engineering.
The utility model content
The purpose of this utility model is, it is a kind of stressed reasonable that the utility model provides, can bear a kind of ater-casting structure that adopts the shaped steel short beam to improve shearing resistance of big shearing, this structure can improve the shear resistance of place, ater-casting beam greatly, guarantee engineering safety, improve workmanship, and this structural calculation is simple, convenient and quick construction.
The technical solution of the utility model.A kind of ater-casting structure that adopts the shaped steel short beam to improve shearing resistance.Comprise two beam slabs that are oppositely arranged, be embedded with the shaped steel short beam in the beam slab, shaped steel short beam one end is embedded in the beam slab, and the shaped steel short beam other end stretches out outside the beam slab, is provided with the steel concrete ater-casting between two relative shaped steel short beams.
Above-mentioned employing shaped steel short beam improves in the ater-casting structure of shearing resistance, and described shaped steel short beam is provided with one group of lengthways main steel bar that welds together with the shaped steel short beam.
Aforesaid employing shaped steel short beam improves in the ater-casting structure of shearing resistance, be provided with steel bar framework in the described ater-casting, steel bar framework comprises one group of shearing resistance stirrup and one group of side anchor muscle, the shearing resistance stirrup is arranged along the length direction of shaped steel short beam, the side anchor muscle is arranged along the short transverse and the width of shaped steel short beam, and the infall of shearing resistance stirrup and side anchor muscle is connected with the iron wire colligation.
Aforesaid employing shaped steel short beam improves in the ater-casting structure of shearing resistance, and shearing resistance stirrup and side anchor muscle adopt the HRB335 grade reinforcing steel; The spacing of shearing resistance stirrup and side anchor muscle is not more than 200mm, and the diameter of lengthways main steel bar, shearing resistance stirrup and the used reinforcing bar of side anchor muscle is not less than Φ 14.
Aforesaid employing shaped steel short beam improves in the ater-casting structure of shearing resistance, and described ater-casting forms with the concrete casting that label is not less than C25.
Compared with prior art, because the utility model connects beam slab and ater-casting by the shaped steel short beam, can improve the shear resistance of place, ater-casting beam greatly, guarantee engineering safety, improve workmanship, stressed reasonable, and it is simple that this structure also has designing and calculating, the characteristics of convenient and quick construction.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the A-A sectional view of Fig. 1.
Being labeled as in the accompanying drawing: 1-beam slab, 2-shaped steel short beam, 3-ater-casting, 4-lengthways main steel bar, 5-shearing resistance stirrup, 6-side anchor muscle.
The specific embodiment
The utility model is described in further detail below in conjunction with embodiment, but not as to restriction of the present utility model.
Embodiment of the present utility model.A kind of ater-casting structure that adopts the shaped steel short beam to improve shearing resistance, as depicted in figs. 1 and 2.Comprise two beam slabs that are oppositely arranged 1, be embedded with shaped steel short beam 2 in the beam slab 1, shaped steel short beam 2 one ends are embedded in the beam slab 1, and shaped steel short beam 2 other ends stretch out 300mm outside the beam slab 1, and being provided with length between two relative shaped steel short beams 2 is the steel concrete ater-casting 3 of 800～1000mm.Shaped steel short beam 2 is provided with one group of lengthways main steel bar 4 that welds together with shaped steel short beam 2.Be provided with steel bar framework in the described ater-casting 3, steel bar framework comprises one group of shearing resistance stirrup 5 and one group of side anchor muscle 6, shearing resistance stirrup 5 is arranged along the length direction of shaped steel short beam 2, side anchor muscle 6 is arranged along the short transverse and the width of shaped steel short beam 2, and the infall of shearing resistance stirrup 5 and side anchor muscle 6 is connected with the iron wire colligation.Shearing resistance stirrup 5 and side anchor muscle 6 adopt the HRB335 grade reinforcing steel; The spacing of shearing resistance stirrup 5 and side anchor muscle 6 is not more than 200mm; The diameter of lengthways main steel bar 4, shearing resistance stirrup 5 and side anchor muscle 6 used reinforcing bars is not less than Φ 14.Casting ater-casting 3 used concrete grades are not less than C25.
During concrete the construction, reserve shaped steel short beam 2 in the both sides, 3 place, ater-casting of construction beam slab 1, shaped steel short beam 2 can adopt welding shaped steel or i iron, be placed in the middle part of deck-molding, main muscle connects and does not cut off in the beam, and stirrup is pressed the construction requirement of ater-casting, the concrete that waters after the construction for the second time again in the cast-in-place beam.
Claims (5)
- [claim 1] a kind of ater-casting structure that adopts the shaped steel short beam to improve shearing resistance, comprise two beam slabs that are oppositely arranged (1), it is characterized in that: be embedded with shaped steel short beam (2) in the beam slab (1), shaped steel short beam (2) one ends are embedded in the beam slab (1), shaped steel short beam (2) other end stretches out outside the beam slab (1), is provided with steel concrete ater-casting (3) between two relative shaped steel short beams (2).
- [claim 2] employing shaped steel according to claim 1 short beam improves the ater-casting structure of shearing resistance, and it is characterized in that: described shaped steel short beam (2) is provided with one group of lengthways main steel bar (4) that welds together with shaped steel short beam (2).
- [claim 3] employing shaped steel according to claim 2 short beam improves the ater-casting structure of shearing resistance, it is characterized in that: described ater-casting is provided with steel bar framework in (3), steel bar framework comprises one group of shearing resistance stirrup (5) and one group of side anchor muscle (6), shearing resistance stirrup (5) is arranged along the length direction of shaped steel short beam (2), side anchor muscle (6) is arranged along the short transverse and the width of shaped steel short beam (2), and shearing resistance stirrup (5) is connected with the iron wire colligation with the infall of side anchor muscle (6).
- [claim 4] employing shaped steel according to claim 3 short beam improves the ater-casting structure of shearing resistance, it is characterized in that: shearing resistance stirrup (5) and side anchor muscle (6) adopt the HRB335 grade reinforcing steel; The spacing of shearing resistance stirrup (5) and side anchor muscle (6) is not more than 200mm; The diameter of lengthways main steel bar (4), shearing resistance stirrup (5) and the used reinforcing bar of side anchor muscle (6) is not less than Φ 14.
- According to the ater-casting structure of claim 2 or 3 described employing shaped steel short beams raising shearings resistance, it is characterized in that: described ater-casting (3) form with the concrete casting that label is not less than C25 [claim 5].
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203020628U CN201261916Y (en) | 2008-09-09 | 2008-09-09 | Late poured band structure adopting profiled bar short beam to improve shear force |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203020628U CN201261916Y (en) | 2008-09-09 | 2008-09-09 | Late poured band structure adopting profiled bar short beam to improve shear force |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201261916Y true CN201261916Y (en) | 2009-06-24 |
Family
ID=40808390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008203020628U Expired - Fee Related CN201261916Y (en) | 2008-09-09 | 2008-09-09 | Late poured band structure adopting profiled bar short beam to improve shear force |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201261916Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251582A (en) * | 2011-05-16 | 2011-11-23 | 姚攀峰 | Barrier-free decoration structure of high and low incorporated buildings and construction method thereof |
| CN102587412A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Stage construction basement support change method using underground continuous wall as separation containment |
| CN103122677A (en) * | 2012-12-04 | 2013-05-29 | 北京工业大学 | Corner-reinforced steel bone-steel tube concrete composite column and manufacturing method thereof |
| CN105003089A (en) * | 2015-07-21 | 2015-10-28 | 上海建工七建集团有限公司 | Construction method for detaching temporary braces of post-pouring settlement belts in advance |
| CN107009497A (en) * | 2017-05-04 | 2017-08-04 | 绵阳市川交公路规划勘察设计有限公司 | A kind of production technology of anchor recess formula pre-stressed bridge beam slab |
| CN108755973A (en) * | 2018-07-19 | 2018-11-06 | 中建三局集团有限公司 | A kind of Cantilever Beams construction joint position H profile steel embedded system |
| CN111236965A (en) * | 2020-01-23 | 2020-06-05 | 中铁二院工程集团有限责任公司 | In-situ jacking and assembling construction method for fabricated tunnel lining structure |
| CN111271078A (en) * | 2020-01-23 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Construction method for assembling sectional longitudinal translation in prefabricated tunnel lining structure tunnel |
| CN111271087A (en) * | 2020-01-23 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Construction method for arch prefabricated lining structure with post-cast strip connection |
| CN111456759A (en) * | 2020-01-23 | 2020-07-28 | 中铁二院工程集团有限责任公司 | A prefabricated tunnel lining structure |
| CN117188517A (en) * | 2023-09-13 | 2023-12-08 | 中国建筑第二工程局有限公司 | A transition node with reserved openings in the basement without beam and column caps and its construction method |
-
2008
- 2008-09-09 CN CNU2008203020628U patent/CN201261916Y/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251582B (en) * | 2011-05-16 | 2013-08-21 | 北京国泰建设集团有限公司 | Barrier-free decoration structure of high and low incorporated buildings and construction method thereof |
| CN102251582A (en) * | 2011-05-16 | 2011-11-23 | 姚攀峰 | Barrier-free decoration structure of high and low incorporated buildings and construction method thereof |
| CN102587412A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Stage construction basement support change method using underground continuous wall as separation containment |
| CN102587412B (en) * | 2012-02-13 | 2014-06-11 | 中天建设集团有限公司 | Stage construction basement support change method using underground continuous wall as separation containment |
| CN103122677A (en) * | 2012-12-04 | 2013-05-29 | 北京工业大学 | Corner-reinforced steel bone-steel tube concrete composite column and manufacturing method thereof |
| CN103122677B (en) * | 2012-12-04 | 2016-04-27 | 北京工业大学 | Reinforced reinforcing bar-the steel tube concrete superposed column in bight and the practice |
| CN105003089A (en) * | 2015-07-21 | 2015-10-28 | 上海建工七建集团有限公司 | Construction method for detaching temporary braces of post-pouring settlement belts in advance |
| CN107009497B (en) * | 2017-05-04 | 2019-11-08 | 江苏惠淳建设有限公司 | A kind of production technology of anchor recess formula pre-stressed bridge beam slab |
| CN107009497A (en) * | 2017-05-04 | 2017-08-04 | 绵阳市川交公路规划勘察设计有限公司 | A kind of production technology of anchor recess formula pre-stressed bridge beam slab |
| CN108755973A (en) * | 2018-07-19 | 2018-11-06 | 中建三局集团有限公司 | A kind of Cantilever Beams construction joint position H profile steel embedded system |
| CN108755973B (en) * | 2018-07-19 | 2024-03-01 | 中建三局集团有限公司 | H-shaped steel embedded system at cantilever beam construction joint part |
| CN111236965A (en) * | 2020-01-23 | 2020-06-05 | 中铁二院工程集团有限责任公司 | In-situ jacking and assembling construction method for fabricated tunnel lining structure |
| CN111271078A (en) * | 2020-01-23 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Construction method for assembling sectional longitudinal translation in prefabricated tunnel lining structure tunnel |
| CN111271087A (en) * | 2020-01-23 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Construction method for arch prefabricated lining structure with post-cast strip connection |
| CN111456759A (en) * | 2020-01-23 | 2020-07-28 | 中铁二院工程集团有限责任公司 | A prefabricated tunnel lining structure |
| CN111271078B (en) * | 2020-01-23 | 2022-05-10 | 中铁二院工程集团有限责任公司 | Construction method for assembling sectional longitudinal translation in prefabricated tunnel lining structure tunnel |
| CN111271087B (en) * | 2020-01-23 | 2022-06-10 | 中铁二院工程集团有限责任公司 | Construction method for arch prefabricated lining structure with post-cast strip connection |
| CN117188517A (en) * | 2023-09-13 | 2023-12-08 | 中国建筑第二工程局有限公司 | A transition node with reserved openings in the basement without beam and column caps and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER OWNER: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. Effective date: 20110602 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 550004 NO. 208, BEIJING ROAD, GUIYANG CITY, GUIZHOU PROVINCE TO: 550081 NO.2, JINZHU ROAD, JINYANG NEW DISTRICT, GUIYANG CITY, GUIZHOU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110602 Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090624 Termination date: 20150909 |
|
| EXPY | Termination of patent right or utility model |