CN205907899U - Honeycomb holes profiled sheet concrete precast slab - Google Patents
Honeycomb holes profiled sheet concrete precast slab Download PDFInfo
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- CN205907899U CN205907899U CN201620752313.7U CN201620752313U CN205907899U CN 205907899 U CN205907899 U CN 205907899U CN 201620752313 U CN201620752313 U CN 201620752313U CN 205907899 U CN205907899 U CN 205907899U
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Abstract
Description
技术领域technical field
本实用新型涉及一种预制板,尤其是一种建筑领域中使用的蜂窝孔压型钢板-混凝土预制板。The utility model relates to a prefabricated board, in particular to a honeycomb hole profiled steel plate-concrete prefabricated board used in the construction field.
背景技术Background technique
近年来,为加快住宅产业化发展,我国出台各种政策大力鼓励研发各种装配式结构体系。相比于现浇混凝土构件,预制构件制作方便、施工快速、减少支模和湿作业、缩短施工工期、施工更加环保,具有巨大的发展潜力和广泛的应用空间。In recent years, in order to accelerate the development of housing industrialization, my country has issued various policies to vigorously encourage the research and development of various prefabricated structural systems. Compared with cast-in-place concrete components, prefabricated components are easy to manufacture, fast in construction, reduce formwork and wet work, shorten construction period, and be more environmentally friendly. They have huge development potential and wide application space.
目前应用于楼板的预制板件也是种类繁多、各有优缺。随着建筑产业的不断发展,对于住宅建筑的楼板的要求也是不断提高。传统的预制构件由于构造复杂、自重较大,不符合制作简便、施工快捷的要求。若减轻预制构件的自重,则通常的做法是在预制构件中布置预应力钢筋,这种方法施工过程较为复杂,且不易保证预制构件的质量,实现大批量工业化生产暂时较难。以钢筋桁架为骨架的预制板在一定程度上能弥补上述不足,但是预制构件的强度受钢筋桁架的高度影响较大。若板件跨度较大,则桁架的高度及钢筋的尺寸也要求相应加大,则整体造价会增加,使得采用这种形式并不经济。At present, there are various types of prefabricated panels used in floor slabs, each with its own advantages and disadvantages. With the continuous development of the construction industry, the requirements for the floor slabs of residential buildings are also constantly increasing. Due to the complex structure and heavy weight of traditional prefabricated components, they do not meet the requirements of simple fabrication and fast construction. If the self-weight of prefabricated components is reduced, the usual practice is to arrange prestressed steel bars in the prefabricated components. The construction process of this method is more complicated, and it is not easy to guarantee the quality of prefabricated components. It is temporarily difficult to realize mass industrial production. Prefabricated panels with steel trusses as the skeleton can make up for the above shortcomings to a certain extent, but the strength of prefabricated components is greatly affected by the height of steel trusses. If the span of the plate is large, the height of the truss and the size of the steel bar are also required to be increased accordingly, and the overall cost will increase, making it uneconomical to adopt this form.
发明内容Contents of the invention
本实用新型目的在于提供一种自重轻,免拆底模,整体性好,受力合理的蜂窝孔压型钢板-混凝土预制板。The purpose of the utility model is to provide a honeycomb hole profiled steel plate-concrete prefabricated plate with light weight, no need to dismantle the bottom formwork, good integrity and reasonable force.
为实现上述技术目的,本实用新型的蜂窝孔压型钢板-混凝土预制板,它包括蜂窝孔压型钢板和混凝土底板,所述蜂窝孔压型钢板为弯折成“几”字形的波形薄钢板,所述蜂窝孔压型钢板两侧均设有下翼缘,蜂窝孔压型钢板上开有多个均匀分布的镂空孔洞,蜂窝孔压型钢板的下翼缘和混凝土底板浇筑构成一体。In order to achieve the above-mentioned technical purpose, the honeycomb-hole profiled steel plate-concrete prefabricated panel of the present utility model comprises a honeycomb-hole profiled steel plate and a concrete bottom plate, and the honeycomb-hole profiled steel plate is a corrugated thin steel plate bent into a "several" shape Both sides of the honeycomb profiled steel plate are provided with lower flanges, and a plurality of evenly distributed hollow holes are opened on the honeycomb profiled steel plate, and the lower flange of the honeycomb profiled steel plate is integrated with the concrete bottom plate.
所述蜂窝压型钢板均匀分布的镂空孔洞为六边形孔或圆孔;所述蜂窝孔压型钢板压制成型时应保证其腹板孔洞相对应,在蜂窝孔压型钢板压制的腹板孔洞中穿有横向钢筋或管线;所述蜂窝孔压型钢板的下翼缘完全被混凝土底板所包裹,且蜂窝孔压型钢板的下翼缘距底板距离不小于混凝土底板厚度;所述蜂窝孔压型钢板的下翼缘超出混凝土底板边缘一段距离,方便与预制板件之间的拼接,在拼接位置的混凝土底板两侧边缘设有向下倾斜的坡口。The evenly distributed hollow holes of the honeycomb profiled steel plate are hexagonal holes or round holes; when the honeycomb profiled steel plate is pressed and formed, it should be ensured that the web holes correspond to each other, and the web holes pressed by the honeycomb profiled steel plate There are transverse steel bars or pipelines in the middle; the lower flange of the honeycomb-hole profiled steel plate is completely wrapped by the concrete bottom plate, and the distance between the lower flange of the honeycomb-hole profiled steel plate and the bottom plate is not less than the thickness of the concrete bottom plate; the honeycomb hole pressure The lower flange of the shaped steel plate exceeds the edge of the concrete bottom plate by a certain distance to facilitate the splicing with the prefabricated panels, and the edges on both sides of the concrete bottom plate at the splicing position are provided with downward-sloping grooves.
有益效果:Beneficial effect:
本实用新型通过蜂窝孔压型钢板伸出混凝土地板的下翼缘和混凝土底板两侧边缘设有向下倾斜的坡口实现预制板件的快速拼装,增强拼接处的拼接效果;蜂窝孔压型钢板所开孔洞在不降低整体强度的情况下于节省用钢量,降低自身重量,提高混凝土和压型钢板的整体性,同时也便于穿插管线和钢筋;蜂窝孔压型钢板能为预制混凝土底板提供抗弯刚度,可减轻预制板自重。The utility model protrudes from the lower flange of the concrete floor through the honeycomb hole profiled steel plate and the edges on both sides of the concrete floor are provided with downwardly inclined grooves to realize the rapid assembly of prefabricated panels and enhance the splicing effect at the splicing place; the honeycomb hole profile The holes in the steel plate can save the amount of steel without reducing the overall strength, reduce its own weight, improve the integrity of concrete and profiled steel plate, and also facilitate the insertion of pipelines and steel bars; the honeycomb hole profiled steel plate can be used as a prefabricated concrete floor Provide bending rigidity, which can reduce the weight of prefabricated panels.
附图说明Description of drawings
图1是本实用新型蜂窝孔压型钢板-混凝土预制板的结构示意图Fig. 1 is the structure diagram of the utility model honeycomb hole profiled steel plate-concrete prefabricated plate
图2是本实用新型所述蜂窝孔压型钢板的结构示意图Fig. 2 is the structural representation of the honeycomb hole profiled steel plate described in the utility model
图3是本实用新型蜂窝孔压型钢板-混凝土预制板俯视图Figure 3 is a top view of the utility model honeycomb hole profiled steel plate-concrete prefabricated slab
图4是本实用新型蜂窝孔压型钢板-混凝土预制板侧视图Fig. 4 is a side view of the utility model honeycomb hole profiled steel plate-concrete prefabricated slab
图5是本实用新型蜂窝孔压型钢板-混凝土预制板正视图Fig. 5 is the front view of the utility model honeycomb hole profiled steel plate-concrete prefabricated slab
图中:1-蜂窝孔压型钢板,2-混凝土底板,3-孔洞,4-下翼缘,5-坡口。In the figure: 1-honeycomb hole profiled steel plate, 2-concrete bottom plate, 3-hole, 4-lower flange, 5-groove.
具体实施方式detailed description
下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
如图1、图2、图3所示,本实用新型一种蜂窝孔压型钢板-混凝土预制板,包括蜂窝孔压型钢板1和混凝土底板2,所述蜂窝孔压型钢板1为薄钢板经弯折或压轧成型弯折成“几”字形的波形薄钢板,所述蜂窝孔压型钢板1两侧均设有下翼缘4,蜂窝孔压型钢板1上开有多个均匀分布的镂空孔洞3,蜂窝压型钢板1均匀分布的镂空孔洞3为六边形孔或圆孔,所述蜂窝孔压型钢板1的下翼缘完全被混凝土底板2所包裹,且蜂窝孔压型钢板1的下翼缘距底板距离不小于混凝土底板2厚度,蜂窝孔压型钢板1的下翼缘4和混凝土底板2浇筑构成一体,所述蜂窝孔压型钢板1的下翼缘超出混凝土底板2边缘一段距离,方便与预制板件之间的拼接,在拼接位置的混凝土底板两侧边缘设有向下倾斜的坡口5。蜂窝孔压型钢板1压制成型时应保证其腹板孔洞3相对应,在蜂窝孔压型钢板1压制的腹板孔洞3中穿有横向钢筋或管线。As shown in Fig. 1, Fig. 2 and Fig. 3, a kind of honeycomb hole profiled steel plate-concrete prefabricated panel of the utility model comprises a honeycomb hole profiled steel plate 1 and a concrete floor 2, and the honeycomb hole profiled steel plate 1 is a thin steel plate A corrugated thin steel plate that is bent into the shape of "几" after being bent or rolled. The lower flanges 4 are provided on both sides of the honeycomb-hole profiled steel plate 1, and there are a plurality of evenly distributed honeycomb-hole profiled steel plates 1. The hollow holes 3 evenly distributed in the honeycomb profiled steel plate 1 are hexagonal holes or round holes, the lower flange of the honeycomb profiled steel plate 1 is completely wrapped by the concrete bottom plate 2, and the honeycomb profile The distance between the lower flange of the steel plate 1 and the bottom plate is not less than the thickness of the concrete bottom plate 2, the lower flange 4 of the honeycomb-hole profiled steel plate 1 and the concrete bottom plate 2 are poured to form an integral body, and the lower flange of the honeycomb-hole profiled steel plate 1 exceeds the concrete bottom plate 2 There is a certain distance from the edge to facilitate splicing with prefabricated panels, and downward-sloping grooves 5 are provided on the edges of both sides of the concrete bottom plate at the splicing position. When the honeycomb-hole profiled steel plate 1 is pressed and formed, it should be ensured that its web hole 3 corresponds, and the web hole 3 pressed by the honeycomb-hole profiled steel plate 1 is pierced with transverse steel bars or pipelines.
Claims (5)
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CN106049747A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Honeycomb profiled steel sheet-concrete precast slab |
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CN106049747A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Honeycomb profiled steel sheet-concrete precast slab |
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