CN114939924A - Fiber reinforced composite material column permanent template sectional prefabricated mold and preparation method thereof - Google Patents

Fiber reinforced composite material column permanent template sectional prefabricated mold and preparation method thereof Download PDF

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Publication number
CN114939924A
CN114939924A CN202210589603.4A CN202210589603A CN114939924A CN 114939924 A CN114939924 A CN 114939924A CN 202210589603 A CN202210589603 A CN 202210589603A CN 114939924 A CN114939924 A CN 114939924A
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mold
outer layer
inner layer
layer
fiber
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冯然
侯林兵
邢锋
朱继华
许颖
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Shenzhen University
Harbin Institute of Technology Shenzhen
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Shenzhen University
Harbin Institute of Technology Shenzhen
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/34Moulds, cores, or mandrels of special material, e.g. destructible materials
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The invention provides a fiber reinforced composite material column permanent template segmented prefabrication mold and a preparation method thereof, wherein the segmented prefabrication mold comprises a bottom plate, an inner layer mold, an outer layer mold, an inner layer pouring funnel, an outer layer pouring funnel and a fiber mesh fixing member for fixing a fiber mesh; the inner layer die comprises a bottom inner layer die and an upper inner layer die, and the outer layer die comprises a bottom outer layer die and an upper outer layer die; the inner diameter of the outer layer die is larger than the outer diameter of the inner layer die, the bottom inner layer die and the bottom outer layer die are both provided with connecting members, and the bottom plate is provided with a positioning groove for fixing fiber grids; the lower extreme that the inlayer was pour the funnel is equipped with the inlayer connecting piece that is used for being connected with inlayer mould, the lower extreme that the funnel was pour to the skin is equipped with the outer connecting piece that is used for being connected with outer mould. By adopting the technical scheme of the invention, the die is easy to install, and the problems of uneven fiber dispersion and incompact pouring in the cement-based composite material are solved.

Description

纤维增强复合材料柱永久模板分段预制模具及其制备方法Fiber-reinforced composite material column permanent formwork segmented prefabricated mold and preparation method thereof

技术领域technical field

本发明属于建筑结构中永久模板的制备技术领域,尤其涉及一种纤维增强复合材料柱永久模板分段预制模具及其制备方法。The invention belongs to the technical field of preparation of permanent formwork in building structures, and in particular relates to a segmented prefabricated mould for a permanent formwork of a fiber reinforced composite material column and a preparation method thereof.

背景技术Background technique

作为一种具备承载力高、抗侧刚度大和整体性能好等优点的建筑结构,钢筋混凝土结构被广泛应用于建筑、桥梁和海洋结构中。然而,随着结构使用年限的增加,钢筋混凝土结构的耐久性和抗侵蚀能力逐渐下降,导致结构的强度和刚度随之降低。因此,为修复受腐蚀受损的构件,国内外学者开发研究了各种加固技术,其中粘贴纤维增强复合材料(Fiber Reinforced Plastic,简称FRP)是较为常用的修复手段。As a building structure with the advantages of high bearing capacity, high lateral stiffness and good overall performance, reinforced concrete structures are widely used in buildings, bridges and marine structures. However, as the age of the structure increases, the durability and corrosion resistance of reinforced concrete structures gradually decline, resulting in a consequent reduction in the strength and stiffness of the structure. Therefore, in order to repair the components damaged by corrosion, domestic and foreign scholars have developed and researched various reinforcement technologies, among which the fiber reinforced plastic (FRP) is a more commonly used repair method.

FPR因具有比强度高、抗腐蚀性好和热膨胀系数与混凝土相近等特点而被广泛用于加固民用建筑、桥梁和海洋结构等领域中,然而,尽管FRP材料本身具有短期抵抗各种环境的能力,但由于实际应用环境的复杂性和多样性,且FRP加固结构后将处于长期荷载以及恶劣环境的作用下,其基体材料环氧树脂容易因高温或低温而发生降解,导致FRP材料与混凝土之间的黏结力减弱,降低两种材料之间的协调工作能力。此外,单独的结构加固并不能阻止钢筋混凝土内部钢筋的进一步腐蚀老化,结构的承载能力和刚度将继续降低,结构的耐久性问题并没有完全解决。而外加电流阴极保护技术通过外部电源和辅助阳极材料与钢筋形成闭合电路,可以有效保护钢筋混凝土中的钢筋不受Cl-等负离子的侵蚀,避免了钢筋的进一步腐蚀。因此,将结构加固技术和外加电流阴极保护技术结合使用可有效提高钢筋混凝土结构的耐久性和抗腐蚀能力。FPR is widely used in the reinforcement of civil buildings, bridges and marine structures due to its high specific strength, good corrosion resistance and thermal expansion coefficient similar to concrete. However, due to the complexity and diversity of the actual application environment, and the FRP-reinforced structure will be under the action of long-term load and harsh environment, its matrix material epoxy resin is easily degraded due to high temperature or low temperature, resulting in FRP material and concrete. The bonding force between the two materials is weakened, which reduces the coordination ability between the two materials. In addition, the structural reinforcement alone cannot prevent the further corrosion and aging of the steel bars inside the reinforced concrete, the bearing capacity and stiffness of the structure will continue to decrease, and the durability problem of the structure has not been completely solved. The impressed current cathodic protection technology forms a closed circuit with the steel bar through the external power supply and auxiliary anode material, which can effectively protect the steel bar in the reinforced concrete from the corrosion of Cl- plasma negative ions, and avoid further corrosion of the steel bar. Therefore, the combined use of structural reinforcement technology and impressed current cathodic protection technology can effectively improve the durability and corrosion resistance of reinforced concrete structures.

上述钢筋腐蚀与耐久性问题不但造成了已建结构的强度和刚度退化,同时也是新建结构需要考虑的全寿命使用周期的设计问题。为从根源解决钢筋混凝土结构的耐久性问题,需要开发研究一种从建筑开始服役时就发挥保护作用的技术。因此,本发明公开了一种纤维增强水泥基复合材料永久模板的预制模具和预制方法,其中纤维增强水泥基复合材料既可以作为结构加固材料,也可以作为外加电流阴极保护技术的辅助阳极材料。此外,纤维增强水泥基复合材料永久模板的使用,可以节约模板消耗,施工完后与混凝土一起形成组合结构,共同受力,从结构使用初期即可发挥提高结构耐久性的作用,增加结构的全寿命使用周期。The above steel corrosion and durability problems not only cause the degradation of the strength and stiffness of the existing structure, but also are the design problems of the whole life cycle that need to be considered for the new structure. In order to solve the durability problem of reinforced concrete structures from the root, it is necessary to develop a technology that plays a protective role from the time the building is put into service. Therefore, the present invention discloses a prefabricated mold and a prefabrication method for a permanent formwork of a fiber-reinforced cement-based composite material, wherein the fiber-reinforced cement-based composite material can be used as both a structural reinforcement material and an auxiliary anode material for impressed current cathodic protection technology. In addition, the use of fiber-reinforced cement-based composite permanent formwork can save formwork consumption. After construction, it can form a composite structure with concrete and bear the force together. It can improve the durability of the structure from the early stage of use and increase the overall durability of the structure. life cycle.

发明内容SUMMARY OF THE INVENTION

针对以上技术问题,本发明公开了一种纤维增强复合材料柱永久模板分段预制模具及其制备方法,该模具加工与安装简单,而且可以有效解决水泥基复合材料纤维分散不均匀、浇筑不密实和纤维网格定位的问题。In view of the above technical problems, the present invention discloses a segmented prefabricated mold for fiber-reinforced composite material column permanent formwork and a preparation method thereof. and fiber mesh positioning problems.

对此,本发明采用的技术方案为:To this, the technical scheme adopted in the present invention is:

一种纤维增强复合材料柱永久模板分段预制模具,所述纤维增强复合材料柱永久模板包括位于内层的水泥基复合材料空心柱体、位于外层的水泥基复合材料空心柱体和位于内层和外层之间的纤维网格;进一步优选的,所述纤维网格为碳纤维网格。A fiber reinforced composite material column permanent formwork segmented prefabricated mold, the fiber reinforced composite material column permanent formwork comprises a cement-based composite hollow cylinder located in an inner layer, a cement-based composite hollow cylinder located in an outer layer, and a cement-based composite hollow cylinder located in the inner layer. The fiber mesh between the layer and the outer layer; further preferably, the fiber mesh is a carbon fiber mesh.

所述纤维增强复合材料柱永久模板分段预制模具包括底板、内层模具、外层模具、内层浇筑漏斗、外层浇筑漏斗和多个用于固定纤维网格的纤维网格固定构件;所述内层模具包括底部内层模具、与底部内层模具连接的上部内层模具,所述外层模具包括底部外层模具、与底部外层模具连接的上部外层模具;所述外层模具的内径大于内层模具的外径,所述底部内层模具、底部外层模具均设有与底板连接的连接构件,所述底板上设有用于固定纤维网格的定位凹槽;所述内层浇筑漏斗的下端设有用于与底部内层模具、上部内层模具连接的内层连接件,所述外层浇筑漏斗的下端设有用于与底部外层模具、上部外层模具连接的外层连接件。The fiber reinforced composite material column permanent formwork segmented prefabricated mold includes a base plate, an inner layer mold, an outer layer mold, an inner layer pouring funnel, an outer layer pouring funnel and a plurality of fiber grid fixing members for fixing the fiber grid; The inner layer mold includes a bottom inner layer mold, an upper inner layer mold connected with the bottom inner layer mold, and the outer layer mold includes a bottom outer layer mold and an upper outer layer mold connected with the bottom outer layer mold; the outer layer mold The inner diameter is larger than the outer diameter of the inner layer mold, the bottom inner layer mold and the bottom outer layer mold are both provided with connecting members connected to the bottom plate, and the bottom plate is provided with a positioning groove for fixing the fiber mesh; The lower end of the layer pouring funnel is provided with an inner layer connector for connecting with the bottom inner layer mold and the upper inner layer mold, and the lower end of the outer layer pouring funnel is provided with an outer layer for connecting with the bottom outer layer mold and the upper outer layer mold. connector.

作为本发明的进一步改进,所述上部内层模具通过内部嵌套构件与底部内层模具连接,所述上部外层模具通过外部嵌套构件与底部外层模具连接。As a further improvement of the present invention, the upper inner layer mold is connected to the bottom inner layer mold through an inner nesting member, and the upper outer layer mold is connected to the bottom outer layer mold through an outer nesting member.

作为本发明的进一步改进,所述内部嵌套构件为内套管,所述内套管的外径与内层模具的内径匹配;所述外部嵌套构件为外套管,所述外套管的内径与外层模具的外径匹配。即内套管的外径与内层模具的内径一致,可直接将上部内层模具直接套入底部内层模具,进行连接;外套管的内径与外层模具的外径一致,可直接将上部外层模具直接套入底部外层模具,进行连接。As a further improvement of the present invention, the inner nested member is an inner sleeve, and the outer diameter of the inner sleeve matches the inner diameter of the inner layer mold; the outer nested member is an outer sleeve, and the inner diameter of the outer sleeve is Match the outer diameter of the outer mold. That is to say, the outer diameter of the inner sleeve is consistent with the inner diameter of the inner mold, and the upper inner mold can be directly inserted into the bottom inner mold for connection; the inner diameter of the outer sleeve is consistent with the outer diameter of the outer mold, and the upper inner mold can be directly inserted The outer layer mold is directly sleeved into the bottom outer layer mold for connection.

作为本发明的进一步改进,所述内层连接件为内层漏斗嵌套部件,所述内层漏斗嵌套部件的内径与内层模具的外径匹配或一致;所述外层连接件为外层漏斗嵌套部件,所述外层漏斗嵌套部件的外径与外层模具的内径匹配或一致。采用此技术方案,可直接将外层浇筑漏斗直接嵌套于外层模具的上端,进行安装;对于内层浇筑漏斗也是如此。As a further improvement of the present invention, the inner layer connector is an inner layer funnel nested component, and the inner diameter of the inner layer funnel nested component matches or is consistent with the outer diameter of the inner layer mold; the outer layer connector is an outer layer of the funnel. A layer of funnel nested parts, the outer diameter of the outer layer of funnel nested parts is matched or consistent with the inner diameter of the outer layer mold. With this technical solution, the outer layer pouring funnel can be directly nested on the upper end of the outer layer mold for installation; the same is true for the inner layer pouring funnel.

作为本发明的进一步改进,所述内层浇筑漏斗上端小、下端大,所述外层浇筑漏斗的上端大、下端小。也就是内层浇筑漏斗从上端到下端,外径逐渐增大,而外层浇筑漏斗从上端到下端,内径逐渐减小。As a further improvement of the present invention, the inner layer pouring funnel has a small upper end and a large lower end, and the outer layer pouring funnel has a large upper end and a small lower end. That is, the outer diameter of the inner layer pouring funnel increases gradually from the upper end to the lower end, while the inner diameter of the outer layer pouring funnel gradually decreases from the upper end to the lower end.

作为本发明的进一步改进,所述纤维网格固定构件的宽度与内层模具、外层模具之间的腔体的厚度匹配,且纤维网格固定构件的中部设有用于固定纤维网格的凹槽。其中,所述纤维网格固定构件用于设置于内外层模具之间,固定纤维网格。As a further improvement of the present invention, the width of the fiber mesh fixing member matches the thickness of the cavity between the inner layer mold and the outer layer mold, and the middle part of the fiber mesh fixing member is provided with a concave for fixing the fiber mesh. groove. Wherein, the fiber mesh fixing member is used to be arranged between the inner and outer layer molds to fix the fiber mesh.

作为本发明的进一步改进,所述纤维网格固定构件为至少四个。As a further improvement of the present invention, there are at least four fiber mesh fixing members.

作为本发明的进一步改进,所述底板上设有与连接构件连接的定位孔。As a further improvement of the present invention, the bottom plate is provided with a positioning hole connected with the connecting member.

作为本发明的进一步改进,所述定位孔内部设有螺纹。As a further improvement of the present invention, a thread is provided inside the positioning hole.

作为本发明的进一步改进,所述连接构件通过螺栓与底座上的定位孔连接,采用螺栓连接固定底部内层模具、底部外层模具,安装方便。As a further improvement of the present invention, the connecting member is connected with the positioning hole on the base through bolts, and the bottom inner layer mold and the bottom outer layer mold are fixed by bolt connection, which is convenient for installation.

作为本发明的进一步改进,所述内部模具、外部模具为空心圆柱体或空心棱柱体。As a further improvement of the present invention, the inner mold and the outer mold are hollow cylinders or hollow prisms.

作为本发明的进一步改进,所述内部模具、外部模具采用钢材、PVC或亚克力等材料制作。As a further improvement of the present invention, the inner mold and the outer mold are made of materials such as steel, PVC or acrylic.

作为本发明的进一步改进,所述上部内层模具、上部外层模具为多个。采用此技术方案,一层上部内层模具、上部外层模具与另一层上部内层模具、上部外层模具连接,然后再浇筑水泥基复合材料,可以往上加高。As a further improvement of the present invention, there are multiple upper inner layer molds and upper outer layer molds. With this technical scheme, the upper inner layer mold and the upper outer layer mold of one layer are connected with the other upper inner layer mold and the upper outer layer mold, and then the cement-based composite material is poured, which can be raised upward.

本发明还公开了一种纤维增强复合材料柱永久模板的制备方法,其采用如上任意一项所述的纤维增强复合材料柱永久模板分段预制模具进行制备,其包括如下步骤:The invention also discloses a preparation method of the permanent template of the fiber reinforced composite material column, which adopts the segmented prefabricated mold of the permanent template of the fiber reinforced composite material column as described in any one of the above to prepare, which comprises the following steps:

步骤S1,将底部内层模具固定在底板上,将底部外层模具嵌套在底部外层模具外,并与底板固定连接,将纤维网格的底部嵌入底板的定位凹槽中,将纤维网格固定构件设于底部内层模具、底部外层模具之间,并固定纤维网格,将内层浇筑漏斗与底部内层模具的上端连接,将外层浇筑漏斗与底部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制备第一节段永久模板;Step S1, the bottom inner layer mold is fixed on the bottom plate, the bottom outer layer mold is nested outside the bottom outer layer mold, and is fixedly connected with the bottom plate, the bottom of the fiber mesh is embedded in the positioning groove of the bottom plate, and the fiber mesh The grid fixing member is arranged between the bottom inner layer mold and the bottom outer layer mold, and fixes the fiber mesh, connects the inner layer pouring funnel with the upper end of the bottom inner layer mold, and connects the outer layer pouring funnel with the bottom outer layer mold. , pour the cement-based composite material into the cavity between the inner and outer molds through the inner pouring funnel and the outer pouring funnel, and pour the first segment permanent formwork;

步骤S2,拆除内层浇筑漏斗、外层浇筑漏斗和纤维网格固定构件,将上部内层模具与底部内层模具连接,将上部外层模具与底部外层模具连接,再将内层浇筑漏斗、外层浇筑漏斗分别与上部内层模具、上部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制作第二节段永久模板;Step S2, remove the inner layer pouring funnel, the outer layer pouring funnel and the fiber mesh fixing member, connect the upper inner layer mold with the bottom inner layer mold, connect the upper outer layer mold with the bottom outer layer mold, and then connect the inner layer pouring funnel , The outer layer pouring funnel is respectively connected with the upper end of the upper inner layer mold and the upper outer layer mold, and the cement-based composite material is poured into the cavity between the inner layer and the outer layer mold through the inner layer pouring funnel and the outer layer pouring funnel. , pouring to make the second segment permanent formwork;

步骤S3,重复步骤S2,直至完成所有节段的永久模板浇筑;Step S3, repeat step S2 until the permanent formwork pouring of all segments is completed;

步骤S4,待模板硬化后,拆除底板、外部模具、内部模具,自然养护。In step S4, after the template is hardened, the bottom plate, the outer mold, and the inner mold are removed for natural maintenance.

采用此技术方案,保证了纤维网格位于水泥基复合材料的正中,满足了不同厚度及高度的柱永久模板的生产需求,解决了水泥基复合材料中纤维分散不均匀、浇筑不密实的问题,避免了水泥基复合材料中掺杂的纤维悬挂于纤维网格,生产得到的永久模板具有良好的抗裂、导电及抗侵蚀能力。The adoption of this technical solution ensures that the fiber grid is located in the center of the cement-based composite material, meets the production requirements of permanent formwork for columns with different thicknesses and heights, and solves the problems of uneven fiber dispersion and poor pouring in the cement-based composite material. The fiber doped in the cement-based composite material is avoided to hang on the fiber grid, and the permanent template produced has good crack resistance, electrical conductivity and corrosion resistance.

作为本发明的进一步改进,步骤S3包括,拆除内层浇筑漏斗、外层浇筑漏斗和纤维网格固定构件,将上一层的上部内层模具与下一层的上部内层模具连接,将上一层的上部外层模具与下一层的上部外层模具连接,再将内层浇筑漏斗、外层浇筑漏斗分别与上一层的上部内层模具、上一层的上部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制作第二节段永久模板;直至整段纤维增强水泥基复合材料柱永久模板浇筑完成。As a further improvement of the present invention, step S3 includes removing the inner layer pouring funnel, the outer layer pouring funnel and the fiber mesh fixing member, connecting the upper inner layer mold of the upper layer with the upper inner layer mold of the next layer, and connecting the upper inner layer mold of the upper layer to the upper inner layer mold of the lower layer. The upper outer layer mold of one layer is connected with the upper outer layer mold of the next layer, and then the inner layer pouring funnel and the outer layer pouring funnel are respectively connected with the upper inner layer mold of the upper layer and the upper end of the upper outer layer mold of the upper layer. Connect, pour the cement-based composite material into the cavity between the inner and outer molds through the inner pouring funnel and the outer pouring funnel, and pour the second section of permanent formwork; until the entire section of fiber-reinforced cement-based composite Material column permanent formwork pouring completed.

作为本发明的进一步改进,步骤S1中,固定底部内层模具和底部外层模具时,在底板、底部内层模具的外壁、底部外层模具的内壁涂一层脱模剂,并校准底部内层模具和底部外层模具是否为同心。As a further improvement of the present invention, in step S1, when fixing the bottom inner layer mold and the bottom outer layer mold, apply a layer of release agent on the bottom plate, the outer wall of the bottom inner layer mold, and the inner wall of the bottom outer layer mold, and calibrate the bottom inner layer mold. Whether the layer mold and the bottom outer mold are concentric.

作为本发明的进一步改进,步骤S2中,在上部内层模具的外壁、上部外层模具的内壁涂一层脱模剂,As a further improvement of the present invention, in step S2, a layer of release agent is applied to the outer wall of the upper inner layer mold and the inner wall of the upper outer layer mold,

作为本发明的进一步改进,步骤S1和步骤S2中,浇筑水泥基复合材料时,纤维网格内侧、外侧同时浇筑,并同时进行振捣,保证浆料分布均匀密室且纤维网格始终位于正中位置。As a further improvement of the present invention, in steps S1 and S2, when pouring the cement-based composite material, the inside and outside of the fiber mesh are poured at the same time, and vibrated at the same time to ensure that the slurry is evenly distributed in the chamber and the fiber mesh is always in the middle position .

作为本发明的进一步改进,步骤S1和步骤S2中,将纤维网格固定构件等间距设置在底部内层模具与底部外层模具之间、上部内层模具与上部外层模具之间。As a further improvement of the present invention, in steps S1 and S2, the fiber mesh fixing members are arranged at equal intervals between the bottom inner layer mold and the bottom outer layer mold, and between the upper inner layer mold and the upper outer layer mold.

作为本发明的进一步改进,将底层内层模具、底层外层模具上嵌套上层内层模具、上层外层模具时,将底层内层模具、底层外层模具的上端残留的水泥基复合材料清理干净,以避免上下模具之间发生漏浆现象。同样,在下一层上层内层模具、上层外层模具嵌套上一层上层内层模具、上层外层模具时,将下一层内层模具、底层外层模具的上端残留的水泥基复合材料清理干净。As a further improvement of the present invention, when the bottom inner layer mold and the bottom layer outer layer mold are nested with the upper layer inner layer mold and the upper layer outer layer mold, the cement-based composite material remaining at the upper ends of the bottom layer inner layer mold and the bottom layer outer layer mold is cleaned. Clean to avoid slurry leakage between the upper and lower molds. Similarly, when the upper inner layer mold and the upper outer layer mold of the next layer are nested with the upper inner layer mold and the upper outer layer mold, the cement-based composite material remaining at the upper end of the lower inner layer mold and the bottom outer layer mold is inserted into the upper layer. Clean up.

作为本发明的进一步改进,所述水泥基复合材料中掺杂一种或几种纤维(碳纤维、PVA纤维、PP纤维、PE纤维),以增强水泥基复合材料的抗裂、导电和力学性能。As a further improvement of the present invention, the cement-based composite material is doped with one or more fibers (carbon fiber, PVA fiber, PP fiber, PE fiber) to enhance the crack resistance, electrical conductivity and mechanical properties of the cement-based composite material.

作为本发明的进一步改进,所述纤维网格根据需求弯曲为圆柱状,包含一定的搭接长度,并采用环氧树脂粘接或采用细铁丝绑扎。As a further improvement of the present invention, the fiber grid is bent into a cylindrical shape according to requirements, contains a certain overlapping length, and is bonded with epoxy resin or bound with thin iron wires.

作为本发明的进一步改进,步骤S4中,完成全部节段纤维增强水泥基复合材料柱永久模板的浇筑后,拆下水泥基浇筑漏斗,覆盖上塑料膜,养护一定时间后,拆除内外层模具,再次养护28天后,得到预制的纤维增强水泥基复合材料柱永久模板。As a further improvement of the present invention, in step S4, after completing the pouring of the permanent formwork for all segments of the fiber-reinforced cement-based composite material column, remove the cement-based pouring funnel, cover it with a plastic film, and after curing for a certain period of time, remove the inner and outer layer molds, After curing again for 28 days, the prefabricated permanent formwork of the fiber-reinforced cement-based composite material column was obtained.

与现有技术相比,本发明的有益效果为:Compared with the prior art, the beneficial effects of the present invention are:

第一,采用本发明的技术方案,可以满足不同厚度及高度的柱永久模板的生产需求,制备得到的永久模板具备良好的力学性能、导电性能、抗裂性能和耐久性,同时可以节约模板消耗,施工完后与内部混凝土一起形成组合结构,共同受力,从结构使用初期即可提高结构耐久性,增加结构全寿命使用周期,解决了水泥基复合材料中纤维分散不均匀、浇筑不密实的问题,避免了水泥基复合材料中掺杂的纤维悬挂于纤维网格上,生产得到的永久模板具有良好的抗裂、导电及抗侵蚀能力。First, by adopting the technical solution of the present invention, the production requirements of column permanent templates of different thicknesses and heights can be met, and the prepared permanent templates have good mechanical properties, electrical conductivity, crack resistance and durability, and can save template consumption at the same time. After the construction is completed, it will form a composite structure with the internal concrete and bear the force together. From the early stage of the structure, the durability of the structure can be improved, and the life cycle of the structure can be increased. The problem is that the fibers doped in the cement-based composite material are prevented from hanging on the fiber grid, and the permanent template produced has good crack resistance, electrical conductivity and corrosion resistance.

第二,本发明的技术方案的模板,从根源解决钢筋混凝土结构的耐久性问题,纤维增强水泥基复合材料永久模板既可以作为结构外部加固材料,也可以作为外加电流阴极保护技术的辅助阳极材料。此外,纤维增强水泥基复合材料永久模板的使用,可以节约模板消耗,施工完后与混凝土一起形成组合结构,共同受力,从结构使用初期即可发挥提高结构耐久性的作用,增加结构的全寿命使用周期。Second, the formwork of the technical solution of the present invention solves the problem of durability of reinforced concrete structures from the root. The permanent formwork of fiber-reinforced cement-based composite materials can be used as external reinforcement material of the structure, and can also be used as an auxiliary anode material for impressed current cathodic protection technology. . In addition, the use of fiber-reinforced cement-based composite permanent formwork can save formwork consumption. After construction, it can form a composite structure with concrete and bear the force together. It can improve the durability of the structure from the early stage of use and increase the overall durability of the structure. life cycle.

第三,采用本发明的技术方案的模板制备方案,解决了纤维分散不均匀、浇筑不密实的问题,生产得到的永久模板具有更好的抗裂、导电及抗侵蚀能力,应用范围更加广阔;预制模具加工与安装较为简易,制作成本低,浇筑生产高效,产品质量可控,可满足不同厚度及高度的柱永久模板的生产需求,有效解决了水泥基复合材料浇筑不密实和纤维网格定位的问题。Third, using the template preparation scheme of the technical solution of the present invention solves the problems of uneven dispersion of fibers and incompact pouring, and the permanent template produced has better crack resistance, electrical conductivity and corrosion resistance, and has a wider application range; The prefabricated mold is relatively simple to process and install, with low production cost, efficient pouring production, and controllable product quality, which can meet the production needs of permanent column formwork of different thicknesses and heights, and effectively solve the problem of cement-based composite materials. The problem.

附图说明Description of drawings

图1为本发明实施例的纤维增强水泥基复合材料柱永久模板的结构示意图。FIG. 1 is a schematic structural diagram of a permanent formwork for a fiber-reinforced cement-based composite material column according to an embodiment of the present invention.

图2为本发明实施例的底部模具与上部模具组合后的结构示意图。FIG. 2 is a schematic structural diagram of a bottom mold and an upper mold combined according to an embodiment of the present invention.

图3为本发明实施例的底部模具与上部模具组合后的俯视图。FIG. 3 is a top view of a bottom mold and an upper mold combined according to an embodiment of the present invention.

图4为本发明实施例的底板的结构示意图。FIG. 4 is a schematic structural diagram of a bottom plate according to an embodiment of the present invention.

图5为本发明实施例的底部内层模具的结构示意图。FIG. 5 is a schematic structural diagram of a bottom inner layer mold according to an embodiment of the present invention.

图6为本发明实施例的底部外层模具的结构示意图。FIG. 6 is a schematic structural diagram of a bottom outer layer mold according to an embodiment of the present invention.

图7为本发明实施例的上部内层模具的结构示意图。FIG. 7 is a schematic structural diagram of an upper inner layer mold according to an embodiment of the present invention.

图8为本发明实施例的上部外层模具的结构示意图。FIG. 8 is a schematic structural diagram of an upper outer layer mold according to an embodiment of the present invention.

图9为本发明实施例的内层水泥基复合材料浇筑漏斗的结构示意图。FIG. 9 is a schematic structural diagram of an inner layer cement-based composite material pouring funnel according to an embodiment of the present invention.

图10为本发明实施例的外层水泥基复合材料浇筑漏斗的结构示意图。10 is a schematic structural diagram of a pouring funnel of an outer layer cement-based composite material according to an embodiment of the present invention.

图11为本发明实施例的纤维网格固定马镫。FIG. 11 is a fiber mesh fixing stirrup according to an embodiment of the present invention.

图12为本发明实施例的底部节段永久模板浇筑时的结构示意图。FIG. 12 is a schematic structural diagram of the bottom segment permanent formwork during pouring according to the embodiment of the present invention.

图13为本发明实施例的底部节段永久模板浇筑时的俯视图。FIG. 13 is a top view of the bottom segment permanent formwork during pouring of the embodiment of the present invention.

图14为本发明实施例的上部节段永久模板浇筑时的结构示意图。FIG. 14 is a schematic structural diagram of the upper segment permanent formwork during pouring according to the embodiment of the present invention.

图15为本发明实施例的上部节段永久模板浇筑时的俯视图。FIG. 15 is a top view of the upper segment permanent formwork of the embodiment of the present invention when it is poured.

附图标记包括:Reference numerals include:

1-内层水泥基复合材料空心柱体,2-外层水泥基复合材料空心柱体,3-纤维网格;1- inner layer of cement-based composite material hollow cylinder, 2- outer layer of cement-based composite material hollow cylinder, 3- fiber mesh;

11-底板,12-底部内层模具,13-底部外层模具,14-上部内层模具,15-上部外层模具,16-纤维网格固定构件,17-内层浇筑漏斗,18-外层浇筑漏斗;11- bottom plate, 12- bottom inner layer mold, 13- bottom outer layer mold, 14- upper inner layer mold, 15- upper outer layer mold, 16- fiber mesh fixing member, 17- inner layer pouring funnel, 18- outer layer Layer pouring funnel;

21-第一定位孔,22-环形凹槽,23-第二定位孔,24-第一连接角钢,25-螺栓,26-第二连接角钢,27-嵌套外管,28-嵌套内管,29-外层嵌套连接管,30-内层嵌套连接管。21-first positioning hole, 22-ring groove, 23-second positioning hole, 24-first connecting angle steel, 25-bolt, 26-second connecting angle steel, 27-nested outer pipe, 28-nested inner Tube, 29-outer nested connection pipe, 30-inner nested connection pipe.

具体实施方式Detailed ways

下面对本发明的较优的实施例作进一步的详细说明。The preferred embodiments of the present invention will be further described in detail below.

如图1所示,一种纤维增强水泥基复合材料圆柱永久模板,其包括内层水泥基复合材料空心柱体1、圆柱状的纤维网格2、外层水泥基复合材料空心柱体3,所述纤维网格2位于内层水泥基复合材料空心柱体1、外层水泥基复合材料空心柱体3之间的连接处。进一步的,纤维网格2为碳纤维网格。As shown in Figure 1, a fiber-reinforced cement-based composite material cylindrical permanent formwork comprises an inner-layer cement-based composite material hollow cylinder 1, a cylindrical fiber mesh 2, and an outer-layer cement-based composite material hollow cylinder 3, The fiber mesh 2 is located at the connection between the inner-layer cement-based composite hollow cylinder 1 and the outer cement-based composite hollow cylinder 3 . Further, the fiber mesh 2 is a carbon fiber mesh.

如图2~图11所示,所述纤维增强水泥基复合材料圆柱永久模板的分段预制模具包括底板11、底部内层模具12、底部外层模具13、上部内层模具14、上部外层模具15、纤维网格固定马镫16、内层浇筑漏斗17、外层浇筑漏斗18;所述底部内层模具12、底部外层模具13、上部内层模具14、上部外层模具15的主体均为空腔柱体,且底部外层模具13、上部外层模具15的内径大于底部内层模具12、上部内层模具14的外径。As shown in FIGS. 2 to 11 , the segmented prefabricated mold of the fiber-reinforced cement-based composite cylindrical permanent formwork includes a bottom plate 11, a bottom inner layer mold 12, a bottom outer layer mold 13, an upper inner layer mold 14, and an upper outer layer mold. Mold 15, fiber mesh fixing stirrup 16, inner layer pouring funnel 17, outer layer pouring funnel 18; the main bodies of the bottom inner layer mold 12, bottom outer layer mold 13, upper inner layer mold 14, and upper outer layer mold 15 are all It is a hollow cylinder, and the inner diameters of the bottom outer layer mold 13 and the upper outer layer mold 15 are larger than the outer diameters of the bottom inner layer mold 12 and the upper inner layer mold 14 .

如图4所示,所述底板11设有用于固定底部外层模具13的第一定位孔21、用于固定纤维网格2的定位凹槽22和用于固定底部内层模具12的第二定位孔23,第一定位孔21和第二定位孔23的内部均设有螺纹,可通过螺栓将底部内层模具12、底部外层模具13固定于底板11上,并且可以保证底部内层模具12和底部外层模具13保持同心,形成的腔体各个方向的厚度一致。As shown in FIG. 4 , the bottom plate 11 is provided with a first positioning hole 21 for fixing the bottom outer layer mold 13 , a positioning groove 22 for fixing the fiber mesh 2 , and a second positioning hole 22 for fixing the bottom inner layer mold 12 . The positioning holes 23, the first positioning holes 21 and the second positioning holes 23 are all provided with threads. The bottom inner layer mold 12 and the bottom outer layer mold 13 can be fixed on the bottom plate 11 by bolts, and the bottom inner layer mold can be guaranteed. 12 and the bottom outer layer mold 13 are kept concentric, and the formed cavity has the same thickness in all directions.

如图5、6所示,所述底部内层模具12的内部设有4个第二连接角钢26、底部外层模具13的外部设有4个第一连接角钢24;所述第一连接角钢24、第二连接角钢26采用焊接方式与底部内层模具12、底部外层模具13进行固定;所述第一连接角钢24、第二连接角钢26上设有与第一定位孔21、第二定位孔23的孔径一致的圆孔,可采用螺栓25与底板11的第一定位孔21、第二定位孔23进行连接。As shown in Figures 5 and 6, the bottom inner layer mold 12 is provided with four second connection angles 26, and the bottom outer mold 13 is provided with four first connection angles 24; the first connection angles 24. The second connecting angle steel 26 is fixed with the bottom inner layer mold 12 and the bottom outer layer mold 13 by welding; the first connecting angle steel 24 and the second connecting angle steel 26 are provided with the first positioning holes 21, the second The circular holes with the same diameters of the positioning holes 23 can be connected to the first positioning holes 21 and the second positioning holes 23 of the bottom plate 11 by bolts 25 .

如图7所示,所述上部内层模具14的底端设有与底部内层模具12连接的嵌套内管28;所述嵌套内管28的外径与底部内层模具12、上部内层模具14的内径一致;所述嵌套内管28采用焊接或者粘接与上部内层模具14进行连接,且具有一定的搭接长度。As shown in FIG. 7 , the bottom end of the upper inner layer mold 14 is provided with a nested inner tube 28 connected to the bottom inner layer mold 12; The inner diameter of the inner layer mold 14 is the same; the nested inner tube 28 is connected with the upper inner layer mold 14 by welding or bonding, and has a certain overlapping length.

如图8所示,所述上部外层模具15的底端设有与底部外层模具13连接的嵌套外管27;所述嵌套外管27的内径与底部外层模具13、上部外层模具15的内径一致;所述嵌套外管27采用焊接或者粘接与上部外层模具15进行连接,且具有一定的搭接长度。As shown in FIG. 8 , the bottom end of the upper outer layer mold 15 is provided with a nested outer tube 27 connected to the bottom outer layer mold 13; The inner diameter of the layer mold 15 is the same; the nested outer tube 27 is connected with the upper outer layer mold 15 by welding or bonding, and has a certain overlapping length.

如图9所示,所述内层浇筑漏斗17的底端设有与底部内层模具12、上部内层模具14连接的内层嵌套连接管30;所述内层浇筑漏斗17从内层嵌套连接管30的顶端开始自下而上直径逐渐减小,以方便内层水泥基复合材料的浇筑;所述内层嵌套连接管30的内径与底部内层模具12、上部内层模具14的外径一致;所述内层水泥基复合材料浇筑漏斗17可以一体成型制作,或者分别制作内层嵌套连接管30和上部的漏斗,然后将两者连接为一整体。As shown in FIG. 9 , the bottom end of the inner layer pouring funnel 17 is provided with an inner layer nested connecting pipe 30 connected to the bottom inner layer mold 12 and the upper inner layer mold 14; The top of the nested connecting pipe 30 begins to gradually decrease in diameter from bottom to top to facilitate the pouring of the inner layer cement-based composite material; the inner diameter of the inner layer nested connecting pipe 30 and the bottom inner layer mold 12 and the upper inner layer mold are The outer diameter of 14 is the same; the inner layer cement-based composite material pouring funnel 17 can be integrally formed, or the inner layer nested connecting pipe 30 and the upper funnel are separately fabricated, and then the two are connected as a whole.

如图10所示,所述外层浇筑漏斗18的底端设有与底部外层模具13、上部外层模具15连接的外层嵌套连接管29;所述外层浇筑漏斗18从外层嵌套连接管29的顶端开始自下而上直径逐渐增加,以方便外层水泥基复合材料的浇筑;所述外层嵌套连接管29的外径与底部外层模具13、上部外层模具15的内径一致;所述外层浇筑漏斗18可以一体成型制作,或者分别制作外层嵌套连接管29和上部漏斗,然后将两者连接为一整体。As shown in FIG. 10 , the bottom end of the outer layer pouring funnel 18 is provided with an outer layer nested connecting pipe 29 connected to the bottom outer layer mold 13 and the upper outer layer mold 15; The top of the nested connecting pipe 29 begins to gradually increase in diameter from bottom to top to facilitate the pouring of the outer layer cement-based composite material; 15 have the same inner diameter; the outer layer pouring funnel 18 can be made in one piece, or the outer layer nested connecting pipe 29 and the upper funnel can be made separately, and then the two are connected as a whole.

如图11所示,所述纤维网格固定构件16的宽度与底部内层模具12或上部内层模具14、底部外层模具13或上部外层模具15之间腔体厚度一致,纤维网格固定构件16的中间设有固定纤维网格的凹槽,凹槽宽度与纤维网格厚度一致。As shown in FIG. 11 , the width of the fiber mesh fixing member 16 is consistent with the cavity thickness between the bottom inner layer mold 12 or the upper inner layer mold 14 , the bottom outer layer mold 13 or the upper outer layer mold 15 , and the fiber mesh The middle of the fixing member 16 is provided with a groove for fixing the fiber mesh, and the width of the groove is consistent with the thickness of the fiber mesh.

底部节段的纤维增强水泥基复合材料柱永久模板的浇筑模具组合,如图12、图13所示。所述底部内层模具12、底部外层模具13通过第一连接角钢24、第二连接角钢26与底板11连接固定,纤维网格2固定于底板11中的环形凹槽22中,将内层水泥基复合材料浇筑漏斗17、外层水泥基复合材料浇筑漏斗18嵌套入底部内层模具12、底部外层模具13;然后浇筑水泥基复合材料,内层外层应同时浇筑,边浇筑边振捣。The combination of pouring molds for the permanent formwork of the fiber-reinforced cement-based composite material column at the bottom segment is shown in Figure 12 and Figure 13. The bottom inner layer mold 12 and the bottom outer layer mold 13 are connected and fixed with the bottom plate 11 through the first connecting angle steel 24 and the second connecting angle steel 26, and the fiber mesh 2 is fixed in the annular groove 22 in the bottom plate 11, and the inner layer is fixed. The cement-based composite material pouring funnel 17 and the outer layer cement-based composite material pouring funnel 18 are nested into the bottom inner layer mold 12 and the bottom outer layer mold 13; then the cement-based composite material is poured, and the inner and outer layers should be poured at the same time. Vibrate.

上部节段的纤维增强水泥基复合材料柱永久模板的浇筑模具组合,如图14、图15所示。在图12和图13的基础上,拆除内层浇筑漏斗17、外层浇筑漏斗18,将上部内层模具14、上部外层模具15套接于底部内外层模具12、底部外层模具13的上端;将内层浇筑漏斗17、外层浇筑漏斗18嵌套入上部内层模具14、上部外层模具15上;然后浇筑水泥基复合材料,内层外层应同时浇筑,边浇筑边振捣。The combination of pouring molds for the permanent formwork of the fiber-reinforced cement-based composite material column of the upper segment is shown in Figure 14 and Figure 15. 12 and 13, remove the inner layer pouring funnel 17 and the outer layer pouring funnel 18, and sleeve the upper inner layer mold 14 and the upper outer layer mold 15 on the bottom inner and outer layer molds 12 and the bottom outer layer mold 13. The upper end; the inner layer pouring funnel 17 and the outer layer pouring funnel 18 are nested into the upper inner layer mold 14 and the upper outer layer mold 15; then pour the cement-based composite material, the inner layer and the outer layer should be poured at the same time, and vibrating while pouring .

采用上述纤维增强水泥基复合材料预制管的制备模具进行制备的方法包括:The method for preparing by using the above-mentioned preparation mold of the fiber-reinforced cement-based composite material prefabricated pipe includes:

(1)将片状的纤维网格弯曲成所需直径的圆柱状,并留有一定的搭接长度,采用环氧树脂粘接或者细铁丝绑扎成型。(1) Bend the sheet-like fiber grid into a cylindrical shape with the required diameter, and leave a certain overlap length, and use epoxy resin bonding or fine wire binding to form.

(2)在底板上表面、底部内层模具外表面和底部外层模具内表面涂刷脱模剂。(2) Apply mold release agent on the upper surface of the bottom plate, the outer surface of the bottom inner mold and the inner surface of the bottom outer mold.

(3)将底部内层模具通过连接角钢与底板固定连接,然后将圆柱状的纤维网格嵌固于底板的凹槽中,保证圆柱状的纤维网格与内层模具在同一圆心上,最后通过连接角钢将底部外层模具与底板固定连接,保证与底部内层模具在同一圆心上。(3) The bottom inner layer mold is fixedly connected to the bottom plate through the connecting angle steel, and then the cylindrical fiber grid is embedded in the groove of the bottom plate to ensure that the cylindrical fiber grid and the inner layer mold are on the same center of the circle, and finally The bottom outer layer mold is fixedly connected to the bottom plate by connecting angle steel to ensure that it is on the same circle center as the bottom inner layer mold.

(4)将纤维网格固定构件安装于底部内、外层模具之间的腔体内,沿环向等距布置4个,并且将纤维网格嵌固于固定构件中间的凹槽内,防止浇筑过程中,纤维网格的位置发生偏移。(4) Install the fiber mesh fixing member in the cavity between the inner and outer molds at the bottom, arrange 4 equidistantly along the circumferential direction, and insert the fiber mesh into the groove in the middle of the fixing member to prevent pouring During the process, the position of the fiber mesh is shifted.

(5)将内、外层浇筑漏斗安装于底部内、外层模具上端,并用力压紧,防止浇筑过程中浇筑漏斗发生倾斜。(5) Install the inner and outer layer pouring funnels on the upper ends of the inner and outer layer molds at the bottom, and press them firmly to prevent the pouring funnels from tilting during the pouring process.

(6)将水泥基复合材料倒于内、外漏斗之间的部位,保证内外两侧水泥基复合材料同时浇筑,浇筑过程中使用震动棒振捣密实,并确保浇筑过程中纤维网格始终保持在正中位置。(6) Pour the cement-based composite material between the inner and outer funnels to ensure that the cement-based composite materials on both sides are poured at the same time. During the pouring process, use a vibrating rod to vibrate and compact, and ensure that the fiber mesh is always maintained during the pouring process. in the center position.

(7)底部节段永久模板浇筑完成后,拆除内、外层浇筑漏斗和纤维网格固定构件,并用湿抹布清理干净底部模具上表面残留的水泥基,然后在上部内层模具外表面和上部外层模具内表面涂刷脱模剂。(7) After the bottom segment permanent formwork is poured, remove the inner and outer layer pouring funnels and fiber mesh fixing members, and use a damp rag to clean up the residual cement base on the upper surface of the bottom mold, and then install the outer surface and upper part of the upper inner layer mold. The inner surface of the outer mold is coated with release agent.

(8)将上部内、外层模具嵌套连接于底部内、外层模具上端,并用力压紧;然后将纤维网格固定构件安装于上部内、外层模具之间的腔体内,沿环向等距布置4个,并且将纤维网格嵌固于固定构件中间的凹槽内;最后将内、外层浇筑漏斗安装于上部内、外层模具上端,并用力压紧,防止浇筑过程中浇筑漏斗发生倾斜。(8) The upper inner and outer molds are nested and connected to the upper ends of the bottom inner and outer molds, and pressed firmly; then the fiber mesh fixing member is installed in the cavity between the upper inner and outer molds, along the ring. 4 are arranged at equal distances, and the fiber mesh is embedded in the groove in the middle of the fixed member; finally, the inner and outer layer pouring funnels are installed on the upper ends of the upper inner and outer layer molds, and pressed firmly to prevent the pouring process. The pouring funnel is tilted.

(9)将水泥基复合材料倒于内、外漏斗之间的部位,保证内外两侧水泥基复合材料同时浇筑,浇筑过程中使用震动棒振捣密实,确保浇筑过程中纤维网格始终保持在正中位置。(9) Pour the cement-based composite material between the inner and outer funnels to ensure that the cement-based composite materials on both sides are poured at the same time. During the pouring process, use a vibrating rod to vibrate and compact to ensure that the fiber mesh is always kept in the pouring process. Center position.

(10)重复步骤(7)-(9),直至完成所需柱永久模板的浇筑。(10) Repeat steps (7)-(9) until the pouring of the desired column permanent formwork is completed.

(11)将试件贴上保鲜膜置于室内阴凉处硬化,48小时后依次拆除底部和所有上部的模具,再用保鲜膜覆盖构件,自然养护28天,完成永久模板的制作。(11) Put the test piece on the plastic wrap and place it in a cool indoor place to harden. After 48 hours, remove the bottom and all upper molds in turn, then cover the components with plastic wrap, and naturally maintain for 28 days to complete the production of the permanent template.

(12)将拆除的底板、浇筑漏斗、和内、外层模具进行清洗,以便重复使用。(12) Clean the dismantled bottom plate, pouring funnel, and inner and outer molds for reuse.

采用本实施例的技术方案,解决了由于厚度小和高度大导致的浇筑困难、浇筑不均匀密实和水泥基复合材料中纤维团聚的问题,突破了纤维增强水泥基复合材料柱永久模板厚度和高度的限制;可以保证纤维网格位于柱永久模板预设位置以及提高了水泥基复合材料中纤维的分散均匀性。本实例中纤维网格和内外层水泥基复合材料一起施工养护,避免了由于内外层水泥基先后浇筑导致的新旧水泥基界面薄弱,因此,该纤维增强水泥基复合材料柱永久模板具有更加优良的内部粘结性能、抗裂性能和整体协调工作能力。所述纤维增强水泥基复合材料柱永久模板的分段预制模具安装与拆卸简易,浇筑生产高效,产品质量可控,生产成本低,并且能够循环使用,节能环保,可满足不同厚度及高度的柱永久模板的生产需求,便于大规模推广使用。The technical solution of this embodiment solves the problems of difficult pouring, uneven pouring and compaction and fiber agglomeration in the cement-based composite material due to small thickness and high height, and breaks through the thickness and height of the permanent formwork of the fiber-reinforced cement-based composite material column. It can ensure that the fiber grid is located at the preset position of the permanent formwork of the column and improve the dispersion uniformity of the fiber in the cement-based composite material. In this example, the fiber grid and the inner and outer layers of cement-based composite materials are constructed and maintained together, which avoids the weak interface between the old and new cement bases caused by the successive pouring of the inner and outer layers of cement bases. Therefore, the permanent formwork of the fiber-reinforced cement-based composite material column has better Internal bonding properties, crack resistance and overall coordination ability. The segmented prefabricated mold of the fiber-reinforced cement-based composite material column permanent formwork is easy to install and disassemble, efficient in pouring and production, controllable product quality, low in production cost, recyclable, energy-saving and environmentally friendly, and can meet the requirements of columns of different thicknesses and heights. The production requirements of permanent templates are convenient for large-scale promotion and use.

以上内容是结合具体的优选实施方式对本发明所作的进一步详细说明,不能认定本发明的具体实施只局限于这些说明。对于本发明所属技术领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干简单推演或替换,都应当视为属于本发明的保护范围。The above content is a further detailed description of the present invention in combination with specific preferred embodiments, and it cannot be considered that the specific implementation of the present invention is limited to these descriptions. For those of ordinary skill in the technical field of the present invention, without departing from the concept of the present invention, some simple deductions or substitutions can be made, which should be regarded as belonging to the protection scope of the present invention.

Claims (10)

1.一种纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述纤维增强复合材料柱永久模板包括位于内层的水泥基复合材料空心柱体、位于外层的水泥基复合材料空心柱体和位于内层和外层之间的纤维网格;1. a fiber-reinforced composite material column permanent formwork segment prefabricated mould, it is characterized in that: described fiber-reinforced composite material column permanent formwork comprises the cement-based composite material hollow cylinder positioned at inner layer, the cement-based composite material positioned at outer layer A hollow cylinder and a fiber mesh between the inner and outer layers; 所述纤维增强复合材料柱永久模板分段预制模具包括底板、内层模具、外层模具、内层浇筑漏斗、外层浇筑漏斗和多个用于固定纤维网格的纤维网格固定构件;所述内层模具包括底部内层模具、上部内层模具,所述外层模具包括底部外层模具、上部外层模具;所述外层模具的内径大于内层模具的外径,所述底部内层模具、底部外层模具均设有与底板连接的连接构件,所述底板上设有用于固定纤维网格的定位凹槽;所述内层浇筑漏斗的下端设有用于与底部内层模具、上部内层模具连接的内层连接件,所述外层浇筑漏斗的下端设有用于与底部外层模具、上部外层模具连接的外层连接件;The fiber reinforced composite material column permanent formwork segmented prefabricated mold includes a base plate, an inner layer mold, an outer layer mold, an inner layer pouring funnel, an outer layer pouring funnel and a plurality of fiber grid fixing members for fixing the fiber grid; The inner layer mold includes a bottom inner layer mold and an upper inner layer mold, and the outer layer mold includes a bottom outer layer mold and an upper outer layer mold; the inner diameter of the outer layer mold is greater than the outer diameter of the inner layer mold, and the inner The layer mold and the bottom outer layer mold are all provided with connecting members connected to the bottom plate, and the bottom plate is provided with a positioning groove for fixing the fiber grid; the lower end of the inner layer pouring funnel is provided with a bottom inner layer mold, an inner layer connector for connecting the upper inner layer mold, the lower end of the outer layer pouring funnel is provided with an outer layer connector for connecting with the bottom outer layer mold and the upper outer layer mold; 所述内层浇筑漏斗上端小、下端大,所述外层浇筑漏斗的上端大、下端小。The inner layer pouring funnel has a small upper end and a large lower end, and the outer layer pouring funnel has a large upper end and a small lower end. 2.根据权利要求1所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述上部内层模具通过内部嵌套构件与底部内层模具连接,所述上部外层模具通过外部嵌套构件与底部外层模具连接。2. The fiber reinforced composite material column permanent formwork segmented prefabricated mold according to claim 1, wherein the upper inner layer mold is connected with the bottom inner layer mold through an inner nesting member, and the upper outer layer mold is connected by The outer nested member is connected to the bottom outer mold. 3.根据权利要求2所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:内部嵌套构件为内套管,所述内套管的外径与内层模具的内径匹配;所述外部嵌套构件为外套管,所述外套管的内径与外层模具的外径匹配。3. The fiber-reinforced composite material column permanent formwork segment prefabricated mold according to claim 2, wherein the inner nested member is an inner sleeve, and the outer diameter of the inner sleeve matches the inner diameter of the inner layer mold; The outer nested member is an outer sleeve, the inner diameter of the outer sleeve matches the outer diameter of the outer layer mold. 4.根据权利要求1所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述内层连接件为内层漏斗嵌套部件,所述内层漏斗嵌套部件的内径与内层模具的外径匹配;所述外层连接件为外层漏斗嵌套部件,所述外层漏斗嵌套部件的外径与外层模具的内径匹配。4. The fiber reinforced composite material column permanent formwork segment prefabricated mold according to claim 1, wherein the inner layer connecting piece is an inner layer funnel nesting part, and the inner diameter of the inner layer funnel nesting part is the same as the The outer diameter of the inner layer mold is matched; the outer layer connecting piece is an outer layer funnel nested part, and the outer diameter of the outer layer funnel nested part matches the inner diameter of the outer layer mold. 5.根据权利要求4所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述纤维网格固定构件的宽度与内层模具、外层模具之间的腔体的厚度匹配,且纤维网格固定构件的中部设有用于固定纤维网格的凹槽。5. The fiber-reinforced composite material column permanent formwork segmented prefabricated mold according to claim 4, wherein the width of the fiber mesh fixing member matches the thickness of the cavity between the inner layer mold and the outer layer mold , and the middle of the fiber mesh fixing member is provided with a groove for fixing the fiber mesh. 6.根据权利要求5所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述纤维网格固定构件为至少四个。6 . The fiber-reinforced composite material column permanent formwork segment prefabrication mold according to claim 5 , wherein the number of the fiber mesh fixing members is at least four. 7 . 7.根据权利要求1~6任意一项所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:所述底板上设有与连接构件连接的定位孔。7. The fiber reinforced composite material column permanent formwork segment prefabricated mold according to any one of claims 1 to 6, wherein the bottom plate is provided with a positioning hole connected with the connecting member. 8.一种纤维增强复合材料柱永久模板的制备方法,其特征在于:其采用如权利要求1~7任意一项所述的纤维增强复合材料柱永久模板分段预制模具进行制备,其包括如下步骤:8. A preparation method of a fiber-reinforced composite material column permanent template, characterized in that: it adopts the fiber-reinforced composite material column permanent template segmented prefabricated mold as claimed in any one of claims 1 to 7 to prepare, and it includes the following step: 步骤S1,将底部内层模具固定在底板上,将底部外层模具嵌套在底部外层模具外,并与底板固定连接,将纤维网格的底部嵌入底板的定位凹槽中,将纤维网格固定构件设于底部内层模具、底部外层模具之间,并固定纤维网格,将内层浇筑漏斗与底部内层模具的上端连接,将外层浇筑漏斗与底部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制备第一节段永久模板;Step S1, the bottom inner layer mold is fixed on the bottom plate, the bottom outer layer mold is nested outside the bottom outer layer mold, and is fixedly connected with the bottom plate, the bottom of the fiber mesh is embedded in the positioning groove of the bottom plate, and the fiber mesh The grid fixing member is arranged between the bottom inner layer mold and the bottom outer layer mold, and fixes the fiber mesh, connects the inner layer pouring funnel with the upper end of the bottom inner layer mold, and connects the outer layer pouring funnel with the bottom outer layer mold. , pour the cement-based composite material into the cavity between the inner and outer molds through the inner pouring funnel and the outer pouring funnel, and pour the first segment permanent formwork; 步骤S2,拆除内层浇筑漏斗、外层浇筑漏斗和纤维网格固定构件,将上部内层模具与底部内层模具连接,将上部外层模具与底部外层模具连接,再将内层浇筑漏斗、外层浇筑漏斗分别与上部内层模具、上部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制作第二节段永久模板;Step S2, remove the inner layer pouring funnel, the outer layer pouring funnel and the fiber mesh fixing member, connect the upper inner layer mold with the bottom inner layer mold, connect the upper outer layer mold with the bottom outer layer mold, and then connect the inner layer pouring funnel , The outer layer pouring funnel is respectively connected with the upper end of the upper inner layer mold and the upper outer layer mold, and the cement-based composite material is poured into the cavity between the inner layer and the outer layer mold through the inner layer pouring funnel and the outer layer pouring funnel. , pouring to make the second segment permanent formwork; 步骤S3,重复步骤S2,直至完成所有节段的永久模板浇筑;Step S3, repeat step S2 until the permanent formwork pouring of all segments is completed; 步骤S4,待模板硬化后,拆除底板、外部模具、内部模具,自然养护。In step S4, after the template is hardened, the bottom plate, the outer mold, and the inner mold are removed for natural maintenance. 9.根据权利要求8所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:步骤S3包括,拆除内层浇筑漏斗、外层浇筑漏斗和纤维网格固定构件,将上一层的上部内层模具与下一层的上部内层模具连接,将上一层的上部外层模具与下一层的上部外层模具连接,再将内层浇筑漏斗、外层浇筑漏斗分别与上一层的上部内层模具、上一层的上部外层模具的上端连接,将水泥基复合材料通过内层浇筑漏斗、外层浇筑漏斗之间倒入内、外层模具之间的空腔内,浇筑制作第二节段永久模板;直至整段纤维增强水泥基复合材料柱永久模板浇筑完成。9. The fiber-reinforced composite material column permanent formwork segmented prefabricated mold according to claim 8, wherein step S3 includes removing the inner layer pouring funnel, the outer layer pouring funnel and the fiber mesh fixing member, and placing the upper layer The upper inner layer mold is connected to the upper inner layer mold of the next layer, the upper outer layer mold of the upper layer is connected to the upper outer layer mold of the next layer, and then the inner layer pouring funnel and the outer layer pouring funnel are respectively connected with the upper layer. The upper end of the upper inner layer mold of the first layer and the upper end of the upper outer layer mold of the upper layer are connected, and the cement-based composite material is poured into the cavity between the inner layer and the outer layer mold through the inner layer pouring funnel and the outer layer pouring funnel. , pouring to make the second segment permanent formwork; until the permanent formwork pouring of the entire fiber-reinforced cement-based composite material column is completed. 10.根据权利要求1所述的纤维增强复合材料柱永久模板分段预制模具,其特征在于:步骤S1中,固定底部内层模具和底部外层模具时,在底板、底部内层模具的外壁、底部外层模具的内壁涂一层脱模剂,并校准底部内层模具和底部外层模具是否为同心;10. The fiber reinforced composite material column permanent formwork segmented prefabricated mold according to claim 1, characterized in that: in step S1, when the bottom inner layer mold and the bottom outer layer mold are fixed, the outer walls of the bottom plate and the bottom inner layer mold are , Apply a layer of release agent to the inner wall of the bottom outer mold, and calibrate whether the bottom inner mold and the bottom outer mold are concentric; 步骤S2中,在上部内层模具的外壁、上部外层模具的内壁涂一层脱模剂;In step S2, coat a layer of release agent on the outer wall of the upper inner layer mold and the inner wall of the upper outer layer mold; 步骤S1和步骤S2中,将纤维网格固定构件等间距设置在底部内层模具与底部外层模具之间、上部内层模具与上部外层模具之间;浇筑水泥基复合材料时,纤维网格内侧、外侧同时浇筑,并同时进行振捣,保证浆料分布均匀密室且纤维网格位于正中位置; 将底层嵌套第二层模具时,将第一层模具上端残留的水泥基复合材料清理干净。In steps S1 and S2, the fiber mesh fixing members are arranged at equal intervals between the bottom inner layer mold and the bottom outer layer mold, and between the upper inner layer mold and the upper outer layer mold; when pouring the cement-based composite material, the fiber mesh The inside and outside of the grid are poured at the same time, and vibrated at the same time to ensure that the slurry is evenly distributed and the fiber grid is in the middle position; when the bottom layer is nested in the second layer of mold, the residual cement-based composite material on the upper end of the first layer of mold is cleaned up clean.
CN202210589603.4A 2022-05-27 2022-05-27 Fiber reinforced composite material column permanent template sectional prefabricated mold and preparation method thereof Pending CN114939924A (en)

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CN108590164A (en) * 2018-05-07 2018-09-28 中国矿业大学 A kind of TRC is collapsible can assembled permanent formwork and preparation method thereof
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN85204221U (en) * 1985-10-07 1986-09-24 邵阳市市政工程公司 Steel die set for tamping concrete fabricated pipe
CN1083885A (en) * 1992-08-14 1994-03-16 特龙国际建筑技术有限公司 The spanning of building the method for spanning and building thus
AU1760695A (en) * 1994-05-20 1995-11-30 Waffle-Crete International, Inc. Concrete panel construction and mold
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