CN207983643U - Concrete prefabricated element pressing shaping device - Google Patents
Concrete prefabricated element pressing shaping device Download PDFInfo
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- CN207983643U CN207983643U CN201820196119.4U CN201820196119U CN207983643U CN 207983643 U CN207983643 U CN 207983643U CN 201820196119 U CN201820196119 U CN 201820196119U CN 207983643 U CN207983643 U CN 207983643U
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Abstract
本实用新型公开了一种混凝土预制构件加压成型装置,包括两端开口的混凝土模具、密封安装在所述混凝土模具一端的密封机构、安装在所述混凝土模具另一端的加压板以及与所述加压板连接的加压机构,所述加压机构用于向浇筑入混凝土模具内的混凝土施加一定的压力,并在混凝土终凝达到一定强度后卸压。本实用新型可以增加混凝土的密实度,减小内部孔隙,提升混凝土构件的承载力和耐久性能。
The utility model discloses a pressure molding device for concrete prefabricated components, which comprises a concrete mold with openings at both ends, a sealing mechanism installed on one end of the concrete mold, a pressure plate installed on the other end of the concrete mold, and the The pressurizing mechanism connected with the pressurizing plate is used to apply a certain pressure to the concrete poured into the concrete mold, and release the pressure after the final setting of the concrete reaches a certain strength. The utility model can increase the compactness of concrete, reduce internal pores, and improve the bearing capacity and durability of concrete components.
Description
技术领域technical field
本实用新型属于建筑领域施工技术领域,具体涉及一种混凝土预制构件加压成型装置,它可以应用于混凝土预制构件的加压成型。The utility model belongs to the technical field of construction in the construction field, and in particular relates to a pressure forming device for a concrete prefabricated component, which can be applied to the pressure forming of the concrete prefabricated component.
背景技术Background technique
目前,我国建筑行业混凝土结构主要采用现场浇筑的施工方法,此施工方法需要搭设脚手架、支设模板、绑扎钢筋等工序,而现场施工环境较差,施工质量难以控制,同时需要大量的劳动力。为了提高建筑的工程质量,提高施工效率,降低工程成本,降低工程能耗,预制混凝土技术的应用越来越广泛。同时,随着经济技术的不断发展,现代建筑对高度和跨度的要求不断提高,对混凝土材料的强度要求也不断提高。At present, the concrete structure in my country's construction industry mainly adopts the construction method of on-site pouring. This construction method requires procedures such as erecting scaffolding, supporting formwork, and binding steel bars. However, the on-site construction environment is poor, the construction quality is difficult to control, and a large amount of labor is required. In order to improve the engineering quality of the building, improve the construction efficiency, reduce the engineering cost, and reduce the energy consumption of the engineering, the application of precast concrete technology is more and more extensive. At the same time, with the continuous development of economy and technology, the requirements for height and span of modern buildings are constantly increasing, and the requirements for the strength of concrete materials are also continuously increasing.
实用新型内容Utility model content
本实用新型的目的在于提供一种混凝土预制构件加压成型装置,它在混凝土浇筑后,向混凝土构件施加一定的压力,维持此压力养护混凝土至终凝并达到一定的强度后卸压,继续养护混凝土至设计强度,以增加混凝土的密实度,减小内部孔隙,增强抗压强度和耐久性能。The purpose of this utility model is to provide a pressure forming device for concrete prefabricated components. After the concrete is poured, a certain pressure is applied to the concrete components, and the pressure is maintained to maintain the concrete until it finally sets and reaches a certain strength. After the pressure is released, the maintenance is continued. Concrete to the design strength to increase the compactness of the concrete, reduce the internal porosity, enhance the compressive strength and durability.
本实用新型解决其技术问题所采用的技术方案是:The technical scheme that the utility model solves its technical problem adopts is:
一种混凝土预制构件加压成型装置,包括两端开口的混凝土模具、密封安装在所述混凝土模具一端的密封机构、安装在所述混凝土模具另一端的加压板以及与所述加压板连接的加压机构,所述加压机构用于向浇筑入混凝土模具内的混凝土施加一定的压力,并在混凝土终凝达到一定强度后卸压。A pressure molding device for concrete prefabricated components, comprising a concrete mold with openings at both ends, a sealing mechanism installed on one end of the concrete mold, a pressure plate installed on the other end of the concrete mold, and connected to the pressure plate The pressurizing mechanism is used to apply a certain pressure to the concrete poured into the concrete mold, and release the pressure after the final setting of the concrete reaches a certain strength.
按上述技术方案,所述加压板滑动设置于所述混凝土模具另一端内,所述加压板与混凝土模具的内壁之间设有一定间隙,所述加压机构包括与所述加压板连接的千斤顶,所述千斤顶通过对加压板施加机械压力进而对混凝土模具内的混凝土进行加压。According to the above technical solution, the pressure plate is slidably arranged in the other end of the concrete mold, a certain gap is provided between the pressure plate and the inner wall of the concrete mold, and the pressure mechanism includes a Connected jacks that pressurize the concrete in the concrete mold by applying mechanical pressure to the pressurized plates.
按上述技术方案,所述加压机构还包括底座、安装在所述底座两侧的立杆以及安装在两个立杆之间的横梁,所述千斤顶安装在所述横梁上。According to the above technical solution, the pressurizing mechanism further includes a base, uprights installed on both sides of the base, and a crossbeam installed between the two uprights, and the jack is installed on the crossbeam.
按上述技术方案,所述加压板密封安装在所述混凝土模具的另一端,所述加压板上开设有加压孔,所述加压板与位于混凝土模具内的混凝土表面之间形成一密封腔,所述加压机构与所述加压孔连接,并通过加压孔向密封腔内注入流体进而对混凝土模具内的混凝土进行加压。According to the above technical solution, the pressure plate is sealed and mounted on the other end of the concrete mold, and a pressure hole is opened on the pressure plate, and a gap is formed between the pressure plate and the concrete surface in the concrete mold. The sealing cavity, the pressurizing mechanism is connected with the pressurizing hole, and injects fluid into the sealing cavity through the pressurizing hole to pressurize the concrete in the concrete mold.
按上述技术方案,该装置还包括若干个支撑柱,所述加压板和密封机构分别安装在支撑柱的两端。According to the above technical solution, the device also includes several support columns, and the pressure plate and the sealing mechanism are respectively installed at both ends of the support columns.
按上述技术方案,所述混凝土模具为分模结构。According to the above technical solution, the concrete mold is a split mold structure.
按上述技术方案,所述混凝土模具的截面形状为圆形、正多边形、矩形或者T形。According to the above technical solution, the cross-sectional shape of the concrete mold is circular, regular polygonal, rectangular or T-shaped.
按上述技术方案,所述混凝土为素混凝土、钢筋混凝土或纤维混凝土。According to the above technical proposal, the concrete is plain concrete, reinforced concrete or fiber concrete.
本实用新型,具有以下有益效果:本实用新型通过设置加压机构对刚浇筑的混凝土进行加压成型,可以提高混凝土预制构件的密实度,减小内部孔隙,增强混凝土的强度,大幅提升混凝土的强度等级。本实用新型可以在工厂预制混凝土构件,质量易于控制,生产效率高。The utility model has the following beneficial effects: the utility model pressurizes the freshly poured concrete by setting a pressurizing mechanism, which can improve the compactness of the concrete prefabricated components, reduce the internal pores, enhance the strength of the concrete, and greatly increase the strength of the concrete. power level. The utility model can prefabricate the concrete component in the factory, the quality is easy to control, and the production efficiency is high.
附图说明Description of drawings
下面将结合附图及实施例对本实用新型作进一步说明,附图中:The utility model will be further described below in conjunction with accompanying drawing and embodiment, in the accompanying drawing:
图1为本实用新型第一实施例的结构示意图;Fig. 1 is the structural representation of the utility model first embodiment;
图2为本实用新型第二实施例的结构示意图;Fig. 2 is the structural representation of the second embodiment of the utility model;
图3为图2的俯视图。FIG. 3 is a top view of FIG. 2 .
图中:2-混凝土模具;3-千斤顶;4-密封机构;5-加压板;5.1-加压孔;6-混凝土;7-底座;8-立杆;9-横梁;10-密封腔;11-支撑柱。In the figure: 2-concrete mold; 3-jack; 4-sealing mechanism; 5-pressure plate; 5.1-pressure hole; 6-concrete; 7-base; ; 11 - support column.
具体实施方式Detailed ways
为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.
如图1-图2所示,一种混凝土预制构件加压成型装置,包括两端开口的混凝土模具2、密封安装在混凝土模具2一端的密封机构4、安装在混凝土模具2另一端的加压板5以及与加压板5连接的加压机构(千斤顶3),加压机构用于向浇筑入混凝土模具2内的混凝土6施加一定的压力,并在混凝土终凝达到一定强度后卸压。As shown in Fig. 1-Fig. 2, a kind of concrete prefabricated member pressure forming device, comprises the concrete mold 2 that both ends are open, the sealing mechanism 4 that is installed on one end of concrete mold 2, the pressure that is installed on the other end of concrete mold 2 The plate 5 and the pressurizing mechanism (jack 3) connected with the pressurizing plate 5 are used to apply a certain pressure to the concrete 6 poured into the concrete mold 2, and release the pressure after the final setting of the concrete reaches a certain strength.
在本实用新型的第一实施例中,如图1所示,加压板5滑动设置于混凝土模具2另一端内,加压板与混凝土模具的内壁之间设有一定间隙,加压机构包括与加压板5连接的千斤顶3,千斤顶3通过对加压板5施加机械压力进而对混凝土模具内的混凝土进行加压,混凝土内的气体从加压板与混凝土模具之间的间隙逸出。在第一实施例中,加压机构还包括底座7、安装在底座两侧的立杆8以及安装在两个立杆之间的横梁9,千斤顶3安装在横梁9上。In the first embodiment of the present utility model, as shown in Figure 1, the pressure plate 5 is slidingly arranged in the other end of the concrete mold 2, a certain gap is provided between the pressure plate and the inner wall of the concrete mold, and the pressure mechanism includes The jack 3 connected to the pressure plate 5, the jack 3 pressurizes the concrete in the concrete mold by applying mechanical pressure to the pressure plate 5, and the gas in the concrete escapes from the gap between the pressure plate and the concrete mold. In the first embodiment, the pressing mechanism further includes a base 7 , uprights 8 installed on both sides of the base, and a beam 9 installed between the two uprights, and the jack 3 is installed on the beam 9 .
在本实用新型的第二实施例中,如图2、图3所示,加压板5密封安装在混凝土模具的另一端,加压板5上开设有加压孔5.1,加压板与位于混凝土模具内的混凝土表面之间形成一密封腔10,加压机构与加压孔连接,并通过加压孔向密封腔内注入流体进而对混凝土模具内的混凝土进行加压,流体可为气体或液体。在第二实施例中,该装置还包括若干个支撑柱11,加压板5和密封机构4分别安装在支撑柱11的两端。In the second embodiment of the utility model, as shown in Fig. 2 and Fig. 3, the pressure plate 5 is sealed and installed on the other end of the concrete mold, and the pressure plate 5 is provided with a pressure hole 5.1, and the pressure plate is located at the A sealed cavity 10 is formed between the concrete surfaces in the concrete mold. The pressurizing mechanism is connected to the pressurized hole, and fluid is injected into the sealed cavity through the pressurized hole to pressurize the concrete in the concrete mold. The fluid can be gas or liquid. In the second embodiment, the device further includes several supporting columns 11 , and the pressurizing plate 5 and the sealing mechanism 4 are respectively installed at both ends of the supporting columns 11 .
本实用新型中加压机构可以为机械加压、液压加压、气压加压等形式。如图1所示,第一实施例中加压机构采用机械加压;如图2所示,第二实施例中加压机构采用液压加压或气压加压。In the utility model, the pressurizing mechanism can be in the forms of mechanical pressurization, hydraulic pressurization, air pressure pressurization and the like. As shown in Figure 1, the pressurization mechanism in the first embodiment adopts mechanical pressurization; as shown in Figure 2, the pressurization mechanism in the second embodiment adopts hydraulic pressurization or pneumatic pressurization.
在本实用新型的优选实施例中,混凝土模具为分模结构,两个分模之间可拆卸连接,以便于成形后取出混凝土预制构件。In a preferred embodiment of the present invention, the concrete mold is a split mold structure, and the two split molds are detachably connected to facilitate taking out the concrete prefabricated component after forming.
在本实用新型的优选实施例中,混凝土模具的截面形状为圆形、正多边形、矩形或者T形,混凝土模具的截面形状尺寸根据所生产预制构件的形状尺寸确定。In a preferred embodiment of the present invention, the cross-sectional shape of the concrete mold is circular, regular polygon, rectangular or T-shaped, and the cross-sectional shape and size of the concrete mold are determined according to the shape and size of the prefabricated component produced.
在本实用新型的优选实施例中,混凝土为素混凝土、钢筋混凝土或纤维混凝土,等等。In a preferred embodiment of the present invention, the concrete is plain concrete, reinforced concrete or fiber concrete, and the like.
本实用新型还提供一种混凝土预制构件加压成型方法,包括以下步骤:The utility model also provides a pressure forming method for concrete prefabricated components, which includes the following steps:
S1、根据混凝土预制构件尺寸制作对应的混凝土模具;S1. Make corresponding concrete molds according to the size of concrete prefabricated components;
S2、将搅拌均匀的混凝土浇筑入混凝土模具;S2, pouring the uniformly stirred concrete into the concrete mold;
S3、启动加压机构通过加压板向混凝土模具内的混凝土施加一定强度的压力,维持此压力养护混凝土至终凝并达到一定的强度后卸除加压机构;S3. Start the pressurizing mechanism to apply a certain intensity of pressure to the concrete in the concrete mold through the pressurizing plate, maintain the pressure to maintain the concrete until the final setting and reach a certain strength, and then remove the pressurizing mechanism;
S4、继续养护混凝土预制构件至设计强度,即制得加压成型混凝土预制构件。S4. Continue to maintain the prefabricated concrete component to the design strength, that is, to obtain the prefabricated concrete component formed under pressure.
采用本实用新型对C50强度等级混凝土进行加压强度分别为10MPa、30Mpa、50Mpa的三种试验,并设置基准组试验,与基准组试验相比,本实用新型制备得到的混凝土预制构件强度具有明显的提升。试验结果见表1。Adopt the utility model to carry out three kinds of tests that the compressive strength is respectively 10MPa, 30Mpa, 50Mpa to the C50 strength grade concrete, and set up the reference group test, compared with the reference group test, the concrete prefabricated component strength that the utility model prepares has obvious improvement. The test results are shown in Table 1.
表1Table 1
应当理解的是,对本领域普通技术人员来说,可以根据上述说明加以改进或变换,而所有这些改进和变换都应属于本实用新型所附权利要求的保护范围。It should be understood that those skilled in the art can make improvements or changes based on the above description, and all these improvements and changes should belong to the protection scope of the appended claims of the present utility model.
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Cited By (4)
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| CN108214833A (en) * | 2018-02-05 | 2018-06-29 | 中建三局集团有限公司 | Concrete prefabricated element pressing shaping device and method |
| CN110900795A (en) * | 2019-12-24 | 2020-03-24 | 中建三局集团有限公司 | A kind of pre-pressing vertical group production shield segment die and its implementation method |
| CN110978257A (en) * | 2019-12-24 | 2020-04-10 | 中建三局集团有限公司 | Production method of prepressing combined vertical reinforced concrete shield segment |
| CN115452573A (en) * | 2022-09-15 | 2022-12-09 | 深圳大学 | A method for determining the optimal pressure range of ordinary or solid waste concrete for compression pouring |
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| CN108214833A (en) * | 2018-02-05 | 2018-06-29 | 中建三局集团有限公司 | Concrete prefabricated element pressing shaping device and method |
| CN110900795A (en) * | 2019-12-24 | 2020-03-24 | 中建三局集团有限公司 | A kind of pre-pressing vertical group production shield segment die and its implementation method |
| CN110978257A (en) * | 2019-12-24 | 2020-04-10 | 中建三局集团有限公司 | Production method of prepressing combined vertical reinforced concrete shield segment |
| CN110978257B (en) * | 2019-12-24 | 2021-08-17 | 中建三局集团有限公司 | Production method of pre-compressed combined vertical reinforced concrete shield segment |
| CN110900795B (en) * | 2019-12-24 | 2025-01-03 | 中建三局集团有限公司 | A pre-pressed vertical group production shield segment mold and its implementation method |
| CN115452573A (en) * | 2022-09-15 | 2022-12-09 | 深圳大学 | A method for determining the optimal pressure range of ordinary or solid waste concrete for compression pouring |
| CN115452573B (en) * | 2022-09-15 | 2023-09-19 | 深圳大学 | A method for determining the optimal pressure range for compressed pouring of ordinary or solid waste concrete |
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