CN204356996U - The U-shaped beam of prefabricated reinforced concrete with horizontal steel diaphragm - Google Patents
The U-shaped beam of prefabricated reinforced concrete with horizontal steel diaphragm Download PDFInfo
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- CN204356996U CN204356996U CN201420760400.8U CN201420760400U CN204356996U CN 204356996 U CN204356996 U CN 204356996U CN 201420760400 U CN201420760400 U CN 201420760400U CN 204356996 U CN204356996 U CN 204356996U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 26
- 239000010959 steel Substances 0.000 title claims abstract description 26
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 11
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 22
- 239000004567 concrete Substances 0.000 claims description 32
- 210000003205 muscle Anatomy 0.000 claims 2
- 210000002421 cell wall Anatomy 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000005192 partition Methods 0.000 abstract description 17
- 238000010276 construction Methods 0.000 abstract description 15
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
一种带横向钢隔板的预制钢筋混凝土U型梁,包括截面为U形槽的高强混凝土骨架,在高强混凝土骨架中设置有与槽长方向垂直的若干横向钢隔板以及与槽长方向垂直的若干闭合的箍筋,箍筋的下部位于高强混凝土骨架的槽壁与槽底中,上部悬空,箍筋的底部焊接有若干与槽长方向平行的纵筋一,箍筋的顶部焊接有若干与槽长方向平行的纵筋二,利用本实用新型,无需架设临时支撑,施工方便,且自重较小,承载能力强,耐腐蚀性能好,具有结构简单,使用方便的特点。
A prefabricated reinforced concrete U-shaped beam with a transverse steel partition, including a high-strength concrete skeleton with a U-shaped groove in cross section, and a number of transverse steel partitions perpendicular to the longitudinal direction of the groove and vertical to the longitudinal direction of the groove are arranged in the high-strength concrete skeleton. A number of closed stirrups, the lower part of the stirrup is located in the groove wall and the bottom of the high-strength concrete skeleton, the upper part is suspended, the bottom of the stirrup is welded with a number of longitudinal bars parallel to the longitudinal direction of the groove, and the top of the stirrup is welded with several The second longitudinal bar parallel to the longitudinal direction of the groove, using the utility model, does not need to set up temporary supports, and is convenient for construction, and has small self-weight, strong bearing capacity, good corrosion resistance, simple structure, and convenient use.
Description
技术领域technical field
本实用新型属于建筑技术领域,涉及建筑构件,特别涉及一种带横向钢隔板的预制钢筋混凝土U型梁。The utility model belongs to the technical field of buildings, relates to building components, in particular to a prefabricated reinforced concrete U-shaped beam with a transverse steel partition.
背景技术Background technique
在现代钢筋混凝土结构中现浇钢筋混凝土结构,它是在现场支模并整体浇筑而成的结构,具有整体性能好、刚度大、防渗性好等优点,但是在使用过程中也有很多的缺点,如在现场进行支模与施工,施工工序繁多,人工用量大,材料用量多,周期长,成本高等。因此,装配式混凝土结构得以出现发展。相对于现浇混凝土结构装配式结构可以使建筑构件的制作不受季节的影响与限制,实现工业化生产,由于构件是在工厂进行浇筑与养护,构件的质量得以保证,并且大大缩短了施工工期,加快施工进度,节约了大量的模板支撑,但是其同时也存在着许多缺点,整体性能差,抗渗性差,不利抗震,在使用和美观方面也有一定的不足。In the modern reinforced concrete structure, the cast-in-place reinforced concrete structure is a structure formed by setting up formwork on site and integrally pouring. It has the advantages of good overall performance, high rigidity, and good seepage resistance, but there are also many shortcomings in the process of use. , such as form support and construction on site, there are many construction procedures, a large amount of labor, a large amount of materials, a long cycle, and high costs. Therefore, the prefabricated concrete structure can be developed. Compared with the cast-in-place concrete structure, the prefabricated structure can make the production of building components not affected and restricted by seasons, and realize industrial production. Since the components are poured and maintained in the factory, the quality of the components can be guaranteed, and the construction period is greatly shortened. Speeding up the construction progress saves a lot of formwork support, but it also has many shortcomings, such as poor overall performance, poor impermeability, unfavorable earthquake resistance, and certain deficiencies in use and aesthetics.
发明内容Contents of the invention
为了克服上述现有技术的缺点,本实用新型的目的在于提供一种带横向钢隔板的预制钢筋混凝土U型梁,无需架设临时支撑,施工方便,且自重较小,承载能力强,耐腐蚀性能好,具有结构简单,使用方便的特点。In order to overcome the above-mentioned shortcomings of the prior art, the purpose of this utility model is to provide a prefabricated reinforced concrete U-shaped beam with a transverse steel partition, which does not need to erect temporary supports, is convenient for construction, and has a small self-weight, strong bearing capacity and corrosion resistance The utility model has the advantages of good performance, simple structure and convenient use.
为了实现上述目的,本实用新型采用的技术方案是:In order to achieve the above object, the technical solution adopted by the utility model is:
一种带横向钢隔板的预制钢筋混凝土U型梁,包括截面为U形槽的高强混凝土骨架1,在高强混凝土骨架1中设置有与槽长方向垂直的若干横向钢隔板2以及与槽长方向垂直的若干闭合的箍筋3,箍筋3的下部位于高强混凝土骨架1的槽壁与槽底中,上部悬空,箍筋3的底部焊接有若干与槽长方向平行的纵筋一5,箍筋3的顶部焊接有若干与槽长方向平行的纵筋二4。A prefabricated reinforced concrete U-shaped beam with a transverse steel partition, comprising a high-strength concrete skeleton 1 with a U-shaped groove in cross section, and a number of transverse steel partitions 2 perpendicular to the longitudinal direction of the groove and a A number of closed stirrups 3 perpendicular to the longitudinal direction, the lower part of the stirrup 3 is located in the groove wall and the bottom of the high-strength concrete skeleton 1, the upper part is suspended, and the bottom of the stirrup 3 is welded with a number of longitudinal reinforcements parallel to the longitudinal direction of the groove. , the top of the stirrup 3 is welded with some longitudinal bars 24 parallel to the length direction of the groove.
所述高强混凝土骨架1的槽两端分别设置有混凝土橡胶芯模。The two ends of the groove of the high-strength concrete skeleton 1 are respectively provided with concrete rubber mandrels.
所述横向钢隔板2带有焊接端板。The transverse steel partitions 2 have welded end plates.
与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:
1)各个构件可预制完成,现场组合使用,与楼板和柱整体浇筑。既可保证整体性,又大大提高抗震性能。1) Each component can be prefabricated, used in combination on site, and poured integrally with the floor and columns. It can not only ensure the integrity, but also greatly improve the anti-seismic performance.
2)U型骨架可起到模板作用,采用高强混凝土的U型骨架具有很大刚度,因此,无需架设临时支撑,施工方便。2) The U-shaped frame can act as a formwork, and the U-shaped frame made of high-strength concrete has great rigidity, so there is no need to erect temporary supports, and the construction is convenient.
3)吊装方便,由于采用的U型截面形式,降低混凝土的用量,大幅减轻预制构件的自重;同时横向钢隔板起到预防吊装过程中由于侧向弯矩过大而产生的破坏。3) The hoisting is convenient. Due to the U-shaped cross-section, the amount of concrete is reduced, and the weight of the prefabricated components is greatly reduced; at the same time, the transverse steel partition prevents damage caused by excessive lateral bending moments during the hoisting process.
4)相对于传统的装配式结构,整体性能好。装配好U型骨架后,梁、板、柱一并浇筑。抗渗和抗震性能都与大幅提升,同时也满足使用美观方面的要求。4) Compared with the traditional assembled structure, the overall performance is better. After the U-shaped frame is assembled, beams, slabs and columns are poured together. The anti-seepage and anti-seismic properties have been greatly improved, and at the same time, it also meets the requirements for aesthetics.
5)设计灵活,采用的横向钢隔板可以有效的防止新旧混凝土的纵向粘结滑移,同时在预制部分采用高强混凝土,现浇部分采用普通强度混凝土,二者混凝土强度等级可以不同。楼板混凝土选择时可以不受梁中混凝土强度限制,选用不同特性的各种类型混凝土,有效提升结构使用功能需求。5) The design is flexible. The horizontal steel partitions used can effectively prevent the longitudinal bonding and slippage of the old and new concrete. At the same time, high-strength concrete is used in the prefabricated part, and ordinary-strength concrete is used in the cast-in-place part. The strength grades of the two concretes can be different. The choice of concrete for the floor slab is not limited by the strength of the concrete in the beam, and various types of concrete with different characteristics can be selected to effectively improve the functional requirements of the structure.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is a structural representation of the utility model.
具体实施方式Detailed ways
下面结合附图和实施例详细说明本实用新型的实施方式。The implementation of the utility model will be described in detail below in conjunction with the accompanying drawings and examples.
本实用新型一种带横向钢隔板的预制钢筋混凝土U型梁,包括截面为U形槽的高强混凝土骨架1,在高强混凝土骨架1中设置有与槽长方向垂直的若干横向钢隔板2以及与槽长方向垂直的若干闭合的箍筋3,横向钢隔板2上带有焊接端板。箍筋3的下部位于高强混凝土骨架1的槽壁与槽底中,上部悬空,箍筋3的底部焊接有若干与槽长方向平行的纵筋一5,箍筋3的顶部焊接有若干与槽长方向平行的纵筋二4。高强混凝土骨架1的槽两端分别设置有混凝土橡胶芯模。The utility model is a prefabricated reinforced concrete U-shaped beam with a transverse steel partition, which includes a high-strength concrete skeleton 1 with a U-shaped groove in the cross section, and several transverse steel partitions 2 perpendicular to the long direction of the groove are arranged in the high-strength concrete skeleton 1 And a number of closed stirrups 3 perpendicular to the length direction of the groove, and a welded end plate on the transverse steel partition 2. The lower part of the stirrup 3 is located in the groove wall and the bottom of the high-strength concrete skeleton 1, and the upper part is suspended in the air. The bottom of the stirrup 3 is welded with a number of longitudinal bars 5 parallel to the longitudinal direction of the groove, and the top of the stirrup 3 is welded with a number of vertical bars 5 parallel to the groove. Longitudinally parallel longitudinal ribs 24. The two ends of the groove of the high-strength concrete skeleton 1 are respectively provided with concrete rubber mandrels.
本实用新型高强混凝土骨架1、横向钢隔板2、箍筋3、纵筋一5以及纵筋二4在工厂一次性预制成型,箍筋3与纵筋一5以及纵筋二4焊接后,箍筋3的下部和纵筋一5以及横向钢隔板2一起埋入高强混凝土骨架1中。将成型的骨架运送至施工现场与柱、板拼接,在U型骨架空腹部和其上部楼板一并浇筑混凝土。The high-strength concrete skeleton 1 of the utility model, the transverse steel partition 2, the stirrup 3, the first longitudinal bar 5 and the second longitudinal bar 4 are prefabricated in the factory at one time, and after the stirrup 3 is welded with the first longitudinal bar 5 and the second longitudinal bar 4, The lower part of the stirrup 3 is embedded in the high-strength concrete skeleton 1 together with the longitudinal reinforcement 1 5 and the transverse steel partition 2 . The formed skeleton is transported to the construction site to be spliced with columns and slabs, and concrete is poured on the hollow abdomen of the U-shaped skeleton and its upper floor.
为便于加工,横向钢隔板2的数量和间距都可按一定尺寸均匀布置。For the convenience of processing, the quantity and spacing of the transverse steel partitions 2 can be evenly arranged according to a certain size.
本实用新型采用的梁预制带横向钢隔板和U型腹板的高强混凝土钢筋骨架部分包括梁下部纵筋、梁中箍筋和下部高强混凝土等,该部分均在工厂预制生产完成,在工地通过将预制部分的钢筋与柱直接连接,再浇筑混凝土楼板即完成梁施工安装。现场不用绑扎钢筋、支模、拆模和架设梁下临时支撑。若楼板采用压钢筋板-混凝土组合板或叠合楼板,则整个楼盖施工过程中均无需支模、拆模和临时支撑,现场施工工序、施工材料和施工工时均大为减小。The prefabricated high-strength concrete steel skeleton part of the beam with transverse steel partitions and U-shaped webs used in the utility model includes the longitudinal reinforcement in the lower part of the beam, the stirrup in the middle of the beam and the high-strength concrete in the lower part. The beam construction and installation is completed by directly connecting the steel bars of the prefabricated part with the columns, and then pouring the concrete floor slab. There is no need to bind steel bars, support formwork, remove formwork and erect temporary supports under beams on site. If the floor slab adopts a reinforced slab-concrete composite slab or a laminated floor slab, there is no need for formwork support, formwork removal and temporary support during the entire floor construction process, and the on-site construction procedures, construction materials and construction hours are greatly reduced.
本实用新型施工质量好,梁的腹板部分为工厂预制,混凝土浇筑振捣方便并且可采用蒸汽养护,混凝土施工质量易于控制,在U型槽中采用的混凝土横向钢隔板可以有效地防止新旧混凝土之间的纵向剪切滑移,尤其对于采用高强混凝土时,在施工质量控制方面优势更加明显。The utility model has good construction quality, the web part of the beam is prefabricated in the factory, the concrete is poured and vibrated conveniently and can be cured by steam, the concrete construction quality is easy to control, and the concrete transverse steel partition used in the U-shaped groove can effectively prevent old and new Longitudinal shear slip between concrete, especially when high-strength concrete is used, has more obvious advantages in construction quality control.
本实用新型在梁中可以在预制部分采用高强混凝土,现浇部分采用普通强度混凝土,二者混凝土强度等级可以不同。因此,在实际工程应用中,楼板混凝土选择时可以不受梁中混凝土强度限制,选用不同特性的各种类型混凝土,有效提升结构使用功能需求。例如,对于现浇部分混凝土和楼板混凝土,为节约资源能源,可以采用再生混凝土;为减轻楼盖自重,可以采用轻骨料混凝土;为提高楼盖减振隔音效果,可以采用橡胶混凝土或吸声混凝土;为提高楼盖保温性能,可以采用保温隔热混凝土。In the utility model, high-strength concrete can be used in the prefabricated part of the beam, and ordinary-strength concrete can be used in the cast-in-place part, and the strength grades of the two concretes can be different. Therefore, in practical engineering applications, the choice of floor concrete can be independent of the strength of the concrete in the beam, and various types of concrete with different characteristics can be selected to effectively improve the functional requirements of the structure. For example, for cast-in-place concrete and floor concrete, in order to save resources and energy, recycled concrete can be used; in order to reduce the weight of the floor, lightweight aggregate concrete can be used; in order to improve the vibration and sound insulation effect of the floor, rubber concrete or sound-absorbing concrete can be used Concrete; in order to improve the thermal insulation performance of the floor, thermal insulation concrete can be used.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569264A (en) * | 2016-02-24 | 2016-05-11 | 刘家文 | Double-faced superposed beam and construction method thereof |
| CN105804322A (en) * | 2016-03-31 | 2016-07-27 | 初明进 | Liner-shaped steel member |
| CN106988483A (en) * | 2017-06-05 | 2017-07-28 | 姚芳辉 | A prefabricated reinforced concrete U-shaped frame beam and its construction method |
| CN109056492A (en) * | 2018-08-22 | 2018-12-21 | 南京林业大学 | A kind of biological material concrete combination beam with curved prestressing tendon |
| CN111485716A (en) * | 2020-04-13 | 2020-08-04 | 中国矿业大学 | Application of waste concrete large aggregate in concrete structure construction |
-
2014
- 2014-12-05 CN CN201420760400.8U patent/CN204356996U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569264A (en) * | 2016-02-24 | 2016-05-11 | 刘家文 | Double-faced superposed beam and construction method thereof |
| CN105569264B (en) * | 2016-02-24 | 2019-11-08 | 刘家文 | Two-sided composite beam and its construction method |
| CN105804322A (en) * | 2016-03-31 | 2016-07-27 | 初明进 | Liner-shaped steel member |
| CN106988483A (en) * | 2017-06-05 | 2017-07-28 | 姚芳辉 | A prefabricated reinforced concrete U-shaped frame beam and its construction method |
| CN106988483B (en) * | 2017-06-05 | 2018-05-08 | 姚芳辉 | A prefabricated reinforced concrete U-shaped frame beam and its connecting steel frame |
| CN108457421A (en) * | 2017-06-05 | 2018-08-28 | 姚芳辉 | A kind of assembled steel reinforced Concrete U Vierendeel girder and its construction method |
| CN108457421B (en) * | 2017-06-05 | 2020-05-19 | 姚芳辉 | Manufacturing die and manufacturing method of assembled reinforced concrete U-shaped frame beam |
| CN109056492A (en) * | 2018-08-22 | 2018-12-21 | 南京林业大学 | A kind of biological material concrete combination beam with curved prestressing tendon |
| CN111485716A (en) * | 2020-04-13 | 2020-08-04 | 中国矿业大学 | Application of waste concrete large aggregate in concrete structure construction |
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