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混凝土现浇定型模板-现浇塑料模板定制

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混凝土现浇定型模板是用来浇筑钢筋混凝土成型的产品。在公路两侧、高速公路两侧、桥梁两侧的水泥防撞墙都是使用防撞墙模具制作成型的。公路防撞墙模具在整个生产过程中必定是与图纸设计相符的,规格尺寸及原材料选择这些都是与模具的质量直接相关的。成型混凝土用的模板,其特征包括将多个单元模块用预应力筋通过该等单元模块的冂型梁上的穿孔而予以连接组合;所述的单元模块为一一次整体成形的铸件,包括受力面板;冂型梁,为双向相互垂直设置,两冂型梁的两端和靠近中心交叉处的肋上,均开设有穿孔,其中主冂梁上开设有上、下排列的两个穿孔,而在副冂梁上开设一个穿孔;在受力面板的周边,设有圈肋。

Concrete forming formwork is a product used for pouring reinforced concrete. The cement anti-collision walls on both sides of the highway, expressway and bridge are made with anti-collision wall molds. The mould of highway anti-collision wall must be consistent with the drawing design in the whole production process. The specification, size and raw material selection are directly related to the quality of the mould. A formwork for forming concrete, which is characterized by connecting and combining a plurality of prestressed tendons for unit modules through holes on the U-shaped beams of the unit modules; The unit module is a one-time integrally formed casting, including a stressed panel; The U-shaped beam is arranged vertically in two directions. Perforations are arranged on both ends of the two U-shaped beams and the ribs near the intersection of the center, in which two perforations arranged up and down are arranged on the main U-shaped beam, and one perforation is arranged on the auxiliary U-shaped beam; A ring rib is arranged around the stressed panel.

混凝土成型现浇模板在预应力筋和单元模块冂型梁上的穿孔间,设有绝缘套环;单元模块的圈肋上、靠近受力面板角部开设有小孔,用连接销紧密连接单元模块间的相邻周边;在主冂梁和副冂梁的两侧肋上还开设有多个孔;单元模块的受力面板及周边经刨光处理,或者对模板采用贴、喷塑膜处理。混凝土现浇定型模板,现浇塑料模板本技术方案采用了高抗压强度的单元模块与预应力筋结合,使模板具有高承载力,跨度可大大增加,所需支撑件少;可组合、连接成各种形状和大小的模板,以满足各种建筑结构形式的需要,模板的重复使用率高。

An insulating collar is arranged between the prestressed reinforcement and the through holes on the unit module 冂 beam; A small hole is arranged on the ring rib of the unit module and near the corner of the stressed panel, and the adjacent periphery between the unit modules is tightly connected with a connecting pin; A plurality of holes are also arranged on the ribs on both sides of the main beam and the auxiliary beam; The stressed panel and periphery of the unit module shall be planed, or the formwork shall be pasted and sprayed with plastic film. The technical scheme adopts the combination of unit module with high compressive strength and prestressed reinforcement, so that the formwork has high bearing capacity, the span can be greatly increased and less supports are required; It can be combined and connected into templates of various shapes and sizes to meet the needs of various building structure forms, and the reuse rate of templates is high.


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