WO2019214155A1 - Trc foldable permanent formwork capable of being assembled and method for manufacturing same - Google Patents

Trc foldable permanent formwork capable of being assembled and method for manufacturing same Download PDF

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Publication number
WO2019214155A1
WO2019214155A1 PCT/CN2018/109266 CN2018109266W WO2019214155A1 WO 2019214155 A1 WO2019214155 A1 WO 2019214155A1 CN 2018109266 W CN2018109266 W CN 2018109266W WO 2019214155 A1 WO2019214155 A1 WO 2019214155A1
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WIPO (PCT)
Prior art keywords
mold
fiber woven
woven mesh
template
trc
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PCT/CN2018/109266
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French (fr)
Chinese (zh)
Inventor
尹世平
李世昌
王菲
王聪聪
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中国矿业大学
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Application filed by 中国矿业大学 filed Critical 中国矿业大学
Priority to AU2018408668A priority Critical patent/AU2018408668B2/en
Priority to CA3050897A priority patent/CA3050897C/en
Priority to RU2019131522A priority patent/RU2736929C1/en
Publication of WO2019214155A1 publication Critical patent/WO2019214155A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/08Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
    • E04G9/083Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor

Definitions

  • the invention relates to a permanent template and a manufacturing method thereof, in particular to a novel TRC folding type assembleable permanent template suitable for industrial and civil building structures, hydraulic structures and harbor structures, and a manufacturing method thereof. Concrete construction technology.
  • TRC Temporal Reinforced Concrete
  • the TRC permanent template has a good development prospect.
  • the template is light in weight, easy to construct, and is combined with the cast-in-place concrete after construction to form a solid whole, forming a theoretical "hoop effect" and improving the mechanics of the member.
  • Performance on the other hand, the high-performance fine concrete used in combination with the fiber woven mesh, after casting, can be used as part of the component to bear the load, improve structural durability and control crack development, reduce structural maintenance costs and eventually extend The service life of the structure.
  • the TRC permanent template applied to the actual project still has the following disadvantages: the connection problem of assembling the permanent template, there is still strength loss at the joint; the bonding property between the permanent template and the cast-in-place concrete needs further improvement, and peeling occurs. Abnormal phenomena such as empty drums; the template assembly form is single and cannot be flexibly changed according to actual engineering needs.
  • the object of the present invention is to overcome the deficiencies in the prior art, and to provide a TRC folding type assembleable permanent template which has a simple structure, can be repeatedly disassembled, is flexible to use, and has strong maneuverability, and a manufacturing method thereof.
  • the TRC folding type assembled permanent template of the present invention comprises a fiber woven mesh, an FRP rib hook and a plurality of dies; the plurality of dies are arranged at intervals on the fiber woven mesh, and the distances of the plurality of dies are arranged at intervals
  • the mold and the mold can be folded into a right angle, each mold is filled with high-performance fine concrete with a reinforced fiber woven mesh, and the ends of the FRP rib hook are symmetrically fixed at the upper and lower ends of the mold and the mold, respectively.
  • the hook connection increases the strength of the solid fiber woven mesh, thereby enhancing the folding to assemble the permanent template integrity and avoiding cracking at the assembly.
  • the mold is formed by fastening an inner layer template and an outer layer template, and the inner layer template is provided with a plurality of vertical strip-shaped ribs.
  • the inner layer template and the outer layer template are made of PVC plastic board or fiber board.
  • the method for manufacturing the above TRC folding type assembling permanent template comprises the following steps:
  • the fiber woven mesh after sandblasting is suspended and placed in a cool and ventilated room to be air-dried, and then the dried fiber woven mesh is placed in the middle position of the mold;
  • the curing is carried out in a humid environment; after the completion of the maintenance, in order to prevent damage to the TRC folding type, the permanent template can be assembled, and when the TRC folding type can be assembled into a permanent template to achieve sufficient strength, the demolition is performed again. mold.
  • the position of the fiber woven mesh is prevented from being moved by the impact of the high-performance fine concrete during the pouring process, and a thin plate is placed between the molds, and the fiber woven mesh is attached to the thin plate. Above, gradually withdraw during the pouring process.
  • the molds are three, and the outer two templates do not leave the fiber woven mesh for lap joint; when assembling the column formwork, the mold is four, and the outer two templates (3) are left overlapped. Fiber woven mesh.
  • the preparation process of the epoxy resin coating liquid in order to avoid direct sunlight and wind blowing, the whole stirring process is carried out in a closed chamber, and the epoxy resin, the curing agent and the diluent are mixed and stirred in a ratio of 1:1:0.5, and the mixture is stirred. Mix well.
  • the TRC folding type assembling permanent template of the present invention is folded and assembled by TRC permanent templates one by one. Compared with the prior art, it has the following advantages:
  • the fiber woven mesh is in a continuous whole, without interruption, so that it fully exerts the hoop effect
  • the construction site can be assembled into the required beam, plate and column formwork.
  • the inner surface of the mold is provided with grooves to improve the bonding performance with cast-in-place concrete. It can be designed and produced according to the actual size requirements in the factory. It can be folded and placed after production, which is more flexible and changeable. In the field construction, the folding formwork can be arbitrarily combined to complete the assembly of the required permanent beams of the beam, the plate and the column, and the non-shrinkage cement grout is used for bonding and filling at the assembling edge.
  • the template assembly technology is novel, simple to manufacture, convenient to use, strong in maneuverability, improved in structural durability and longevity, and has wide practicality.
  • FIG. 1 is a structural view of the TRC folding type assembleable permanent template of the present invention after unfolding;
  • FIG. 2 is a schematic view showing the structure of the FRP rib hook of the present invention.
  • Figure 3 is a schematic view showing the structure of the inner layer plate of the mold of the present invention.
  • FIG. 4 is a schematic structural view of an example of a TRC folding permanent assembly column template of the present invention.
  • Fig. 5 is a structural schematic view showing the second example of the TRC folding permanent assembling beam template of the present invention.
  • the TRC folding type assembled permanent template of the present invention is mainly composed of a fiber woven mesh 1, an FRP rib hook 2 and a plurality of dies 3; the plurality of dies 3 are arranged at intervals in a fiber woven mesh.
  • the mold 3 is formed by the inner layer template and the outer layer template, the junction is connected by a gas nail gun, and the inner layer template is provided with a plurality of vertical strip-shaped ribs, as shown in FIG. 3 .
  • the inner layer template and the outer layer template are made of PVC plastic board or fiber board.
  • the distance between the plurality of molds 3 is such that the distance between the mold and the mold can be folded into a right angle, and each mold is filled with high-performance fine concrete of the reinforcing fiber woven mesh 1, and the FRP rib hook 2 is as shown in FIG.
  • the ends of the FRP rib hooks 2 are symmetrically fixed at the upper and lower ends of the mold and the mold respectively, and the hooking connection increases the strength of the solid fiber woven mesh 1 when the mold 3 is folded into a right angle, thereby enhancing the folding and assembling the permanent template as a whole. Sex, avoid rupture at the assembly.
  • the length of the fiber woven mesh 1 is determined according to the width and the separation distance of the plurality of molds 3, and the plurality of molds 3 are
  • the outer plates are arranged at a distance, and then the cut fiber woven mesh is attached to the outer template of the interval arrangement, and then the configured epoxy coating is evenly applied by a brush to the fiber woven at the position of the mold.
  • the entire process of coating liquid should be careful not to have epoxy resin knots or fiber bundles leaking brush; the epoxy resin coating liquid is made in order to avoid direct sunlight and wind blowing, the whole stirring process is carried out in a closed chamber, and the epoxy is The resin, curing agent and diluent are mixed and stirred in a ratio of 1:1:0.5, and they are thoroughly mixed.
  • the fiber woven mesh after sandblasting is suspended in a cool and ventilated room to be air-dried, and then the dried fiber woven mesh is placed in the middle position of the mold 3, and the ends of the FRP rib hook 2 are respectively
  • the symmetry is fixed at the upper and lower ends of the mold and the mold, and is hooked together when assembling.
  • the purpose is to cooperate with the fiber woven mesh during assembly to strengthen the strength of the joint and enhance the integrity of the foldable permanent template. Break at the assembly and give full play to the “hoop effect” of the permanent template of the TRC;
  • the curing is carried out in a humid environment, and the TRC folding type can be assembled to assemble the permanent template to the age; after the completion of the maintenance, in order to prevent the damage of the TRC folding type, the permanent template can be assembled in the TRC folding type.
  • the mold is removed.
  • the fiber woven mesh 1 is woven with two kinds of fibers in the radial direction and the weft direction of the woven fabric, and is woven by fibers with high tensile strength and good corrosion resistance, such as carbon fiber and aramid fiber. , alkali-resistant glass fiber, basalt fiber, polyvinyl alcohol fiber or polyethylene fiber.
  • the high-performance fine concrete is made by mixing 52.5 Portland cement, grade I fly ash, silica sand with particle size of 0-0.6 mm, water, Sika three-generation water reducer, and chopped fiber material. Its production method:
  • the above-mentioned chopped fibers polyvinyl alcohol fibers having flexibility and high water absorption, polyethylene fibers having high strength and corrosion resistance, carbon fibers having high tensile properties, and resistance to high temperature and alkali corrosion resistance Alkali glass fiber, basalt fiber having high strength and high temperature resistance, or one or more of polypropylene fiber having high strength and good electrical insulation.
  • the high-performance fine concrete ensuring that the concrete penetrates sufficiently through the fiber woven mesh to form a good bond with it; the self-compacting ability with high fluidity and non-segregation; the corrosion effect on the fiber woven mesh is within an acceptable range.
  • the purpose of impregnation with epoxy coating liquid is as follows: 1
  • the surface of the fiber woven mesh is hardened, and the fiber woven mesh is condensed into a whole by a loose individual fiber bundle to reduce the slip between the fiber bundles in the fiber bundle.
  • 2 Improve the interfacial adhesion properties of fiber woven mesh and high performance fine concrete.
  • 3 Forming a protective layer on the surface of the fiber woven mesh to effectively avoid the erosion of the lye on the fiber woven mesh in the concrete.
  • FIG. 4 an example of a permanent assembly column template.
  • the outer two templates 3 have overlapping fiber woven nets as lap joints.
  • the permanent assembly column template example 2 when assembling the beam template, the template 3 is three, and the outer two templates 3 do not leave the fiber woven mesh for lap joint.

Abstract

Disclosed are a TRC foldable permanent formwork capable of being assembled and a method for manufacturing same. The TRC foldable permanent formwork capable of being assembled comprises a fiber woven mesh (1), an FRP rib hook (2) and a plurality of dies (3). The plurality of dies (3) are arranged at intervals and fixed to the fiber woven mesh (1), and the distance between the plurality of dies (3) arranged at intervals is the distance by which a right angle can be formed between a die (3) and a die (3) which are folded; each die (3) is filled with high-performance fine concrete for reinforcing the fiber woven mesh (1); and when the dies (3) are assembled to form a permanent formwork, the fiber woven mesh (1) forms a continuous whole. The fiber woven mesh (1) in the permanent formwork can fully exert a hoop effect; the fiber woven mesh (1) works together with the FRP rib hook (2) at the joint to ensure the strength and durability of the joint; and the permanent formwork can be placed in a folded form, and has a high operability.

Description

一种TRC折叠式可拼装永久性模板及其制作方法TRC folding type assembling permanent template and manufacturing method thereof 技术领域Technical field
本发明涉及一种永久性模板及其制作方法,尤其是一种适用于工业与民用建筑结构、水工结构以及港海结构等的新型TRC折叠式可拼装永久性模板及其制作方法,属于钢筋混凝土建筑施工技术领域。The invention relates to a permanent template and a manufacturing method thereof, in particular to a novel TRC folding type assembleable permanent template suitable for industrial and civil building structures, hydraulic structures and harbor structures, and a manufacturing method thereof. Concrete construction technology.
背景技术Background technique
国内建筑领域中,现用的模板大多是木模板、钢模板等,无法多次重复使用,对于资源消耗量大,而且还存在着拆装不便、周转费用高和费工费时等不利因素。另外,在拆除模板后,建筑结构中普通混凝土表面自然裸露,耐久性较低。In the domestic construction field, most of the currently used templates are wood formwork, steel formwork, etc., which cannot be reused many times, and have large consumption of resources, and there are also disadvantages such as inconvenience in disassembly and assembly, high turnover costs, and labor and time. In addition, after the formwork is removed, the surface of the ordinary concrete in the building structure is naturally exposed and the durability is low.
随着纤维材料技术的不断创新发展,一种新型的TRC永久性模板随之出现。TRC(Textile Reinforced Concrete,纤维编织网增强混凝土)是一种新型高性能水泥基复合材料,是由多轴向纤维织物网与高性能精细混凝土结合而成,具有高强、耐腐蚀、可塑性强等特点。TRC永久性模板有着很好的发展前景,一方面该模板自重轻,便于施工,并在施工后与现浇筑的混凝土合为一个牢固的整体,形成理论上的“环箍效应”,提高构件力学性能;另一方面,其所用的高性能精细混凝土与纤维编织网协同工作,在浇筑成型后,可作为构件的一部分承受荷载,提高结构耐久性和控制裂缝开展,减少结构后期维护成本并最终延长结构的使用寿命。With the continuous innovation of fiber material technology, a new type of TRC permanent template has emerged. TRC (Textile Reinforced Concrete) is a new type of high performance cement-based composite material. It is a combination of multi-axial fiber fabric mesh and high-performance fine concrete. It has high strength, corrosion resistance and strong plasticity. . The TRC permanent template has a good development prospect. On the one hand, the template is light in weight, easy to construct, and is combined with the cast-in-place concrete after construction to form a solid whole, forming a theoretical "hoop effect" and improving the mechanics of the member. Performance; on the other hand, the high-performance fine concrete used in combination with the fiber woven mesh, after casting, can be used as part of the component to bear the load, improve structural durability and control crack development, reduce structural maintenance costs and eventually extend The service life of the structure.
目前应用到实际工程中的TRC永久性模板仍存在有以下不足:拼装永久性模板的连接问题,在连接部位仍存在有强度损失;永久性模板与现浇混凝土粘结性能有待进一步完善,出现剥离、空鼓等异常现象;模板拼装形式单一,无法根据实际工程需要灵活变化。At present, the TRC permanent template applied to the actual project still has the following disadvantages: the connection problem of assembling the permanent template, there is still strength loss at the joint; the bonding property between the permanent template and the cast-in-place concrete needs further improvement, and peeling occurs. Abnormal phenomena such as empty drums; the template assembly form is single and cannot be flexibly changed according to actual engineering needs.
发明内容Summary of the invention
技术问题:本发明的目的是为了克服现有技术中的不足之处,提供一种结构简单、可重复拆装、使用灵活、操纵性强的TRC折叠式可拼装永久性模板及其制作方法。Technical Problem: The object of the present invention is to overcome the deficiencies in the prior art, and to provide a TRC folding type assembleable permanent template which has a simple structure, can be repeatedly disassembled, is flexible to use, and has strong maneuverability, and a manufacturing method thereof.
技术方案:本发明的TRC折叠式可拼装永久性模板,包括纤维编织网、FRP筋挂钩和多个模具;所述的多个模具间隔排列固定在纤维编织网上,多个模具间隔排列的距离为模具与模具之间可折叠成直角的距离,每个模具内充填有加固纤维编织网的高性能精细混凝土,所述的FRP筋挂钩两端头分别对称固定在模具与模具上下端和中部位置,配合模具折叠成直角时钩挂连接增加固纤维编织网的强度,从而增强折叠可拼装永久性模板整体性,避免在拼装处破裂。Technical Solution: The TRC folding type assembled permanent template of the present invention comprises a fiber woven mesh, an FRP rib hook and a plurality of dies; the plurality of dies are arranged at intervals on the fiber woven mesh, and the distances of the plurality of dies are arranged at intervals The mold and the mold can be folded into a right angle, each mold is filled with high-performance fine concrete with a reinforced fiber woven mesh, and the ends of the FRP rib hook are symmetrically fixed at the upper and lower ends of the mold and the mold, respectively. When the mold is folded into a right angle, the hook connection increases the strength of the solid fiber woven mesh, thereby enhancing the folding to assemble the permanent template integrity and avoiding cracking at the assembly.
所述的模具由内层模板和外层模板扣合而成,内层模板上设有多条竖状条形肋。The mold is formed by fastening an inner layer template and an outer layer template, and the inner layer template is provided with a plurality of vertical strip-shaped ribs.
所述的内层模板和外层模板为PVC塑料板或纤维板制成。The inner layer template and the outer layer template are made of PVC plastic board or fiber board.
实施上述TRC折叠式可拼装永久性模板的制作方法,包括如下步骤:The method for manufacturing the above TRC folding type assembling permanent template comprises the following steps:
a.按注模大小制作多个模具,并按模具的高度剪裁相对高度的纤维编织网,纤维编织网 的长度根据多个模具的宽度和间隔距离确定,将多个模具的外层板间隔距离排列好,然后将剪裁好的纤维编织网依附在间隔排列的外层模板上,然后用刷子将配置好的环氧树脂涂液均匀涂抹在依附于模具位置处的纤维编织网上,涂液整个过程注意不要出现环氧树脂成结或纤维束漏刷;a. making a plurality of molds according to the size of the injection mold, and cutting the relative height of the fiber woven mesh according to the height of the mold. The length of the fiber woven mesh is determined according to the width and spacing distance of the plurality of molds, and the outer plates of the plurality of molds are separated by a distance. Arranged, and then attached the cut fiber woven mesh to the outer template of the interval arrangement, and then evenly apply the configured epoxy resin coating on the fiber woven net attached to the mold position, and the whole process of coating Be careful not to have an epoxy resin knot or a fiber bundle leaking brush;
b.在环氧树脂涂液未固化前采用硅砂进行喷砂处理,以增大纤维编织网与高性能精细混凝土的粘结性能;b. sandblasting with silica sand before the epoxy coating liquid is uncured to increase the bonding performance of the fiber woven mesh and the high performance fine concrete;
d.将喷砂处理后的纤维编织网悬空放置在通风凉爽的室内进行晾干,然后把晾干后的纤维编织网安置在模具的中间位置;d. The fiber woven mesh after sandblasting is suspended and placed in a cool and ventilated room to be air-dried, and then the dried fiber woven mesh is placed in the middle position of the mold;
e.将模具立起来,向模具内浇筑高性能精细混凝土,在浇筑到模具高度的1/4时用手拍打模具表面或轻微振捣,重复多次,赶出模具基体中的气泡,以增强高性能精细混凝土密实性,相邻模具之间的纤维编织网不浇筑;e. Stand up the mold, pour high-performance fine concrete into the mold, and pat the surface of the mold by hand or slightly vibrate when pouring to 1/4 of the height of the mold, repeating multiple times to drive out the bubbles in the mold base to enhance High-performance fine concrete compactness, the fiber woven mesh between adjacent molds is not poured;
f.浇筑完成后,在湿润环境下进行养护;养护完成后,为防止拆模时损坏TRC折叠式可拼装永久性模板,在TRC折叠式可拼装永久性模板达到足够强度时,再对进行拆模。f. After the pouring is completed, the curing is carried out in a humid environment; after the completion of the maintenance, in order to prevent damage to the TRC folding type, the permanent template can be assembled, and when the TRC folding type can be assembled into a permanent template to achieve sufficient strength, the demolition is performed again. mold.
所述向模具内浇筑高性能精细混凝土时,为防止纤维编织网的位置在浇筑过程中会受到高性能精细混凝土的冲击而发生移动,在模具之间安放一薄板,将纤维编织网依附在薄板上,在浇筑过程中逐渐抽离。When the high-performance fine concrete is poured into the mold, the position of the fiber woven mesh is prevented from being moved by the impact of the high-performance fine concrete during the pouring process, and a thin plate is placed between the molds, and the fiber woven mesh is attached to the thin plate. Above, gradually withdraw during the pouring process.
拼装梁模板时,所述的模具为3个,外侧的两个模板不留搭接用纤维编织网;拼装柱模板时,模具为4个,外侧的两个模板(3)留有搭接的纤维编织网。When assembling the beam formwork, the molds are three, and the outer two templates do not leave the fiber woven mesh for lap joint; when assembling the column formwork, the mold is four, and the outer two templates (3) are left overlapped. Fiber woven mesh.
所述环氧树脂涂液的制作过程:为避免受到阳光直射和风吹,整个搅拌过程在密闭室内进行,将环氧树脂、固化剂和稀释剂按1:1:0.5的比例混合搅拌,待其充分混合。The preparation process of the epoxy resin coating liquid: in order to avoid direct sunlight and wind blowing, the whole stirring process is carried out in a closed chamber, and the epoxy resin, the curing agent and the diluent are mixed and stirred in a ratio of 1:1:0.5, and the mixture is stirred. Mix well.
有益效果:由于采用了上述技术方案,本发明的TRC折叠式可拼装永久性模板采用逐个TRC永久性模板进行折叠拼装。与现有技术上比,具有如下优点:Advantageous Effects: Since the above technical solution is adopted, the TRC folding type assembling permanent template of the present invention is folded and assembled by TRC permanent templates one by one. Compared with the prior art, it has the following advantages:
(1)拼装成永久性模板时纤维编织网呈一个连续整体,未有间断,使其充分发挥出环箍效应;(1) When assembling into a permanent template, the fiber woven mesh is in a continuous whole, without interruption, so that it fully exerts the hoop effect;
(2)连接处纤维编织网与FRP筋挂钩共同作用,确保其连接部位强度和耐久性不低于整体性永久性模板;(2) The fiber woven mesh at the joint works with the FRP rib hook to ensure that the strength and durability of the joint is not lower than the integral permanent template;
(3)在施工现场可以任意拼装成所需的梁、板、柱模板,模具内表面一侧设置有凹槽,可改善与现浇混凝土的粘结性能。可以在工厂内根据实际尺寸需要进行设计生产,生产后可折叠摆放,更加灵活多变。在现场施工时,可将该折叠式模板任意组合来完成对所需梁、板、柱永久性模板的拼装,在拼装棱处采用无收缩水泥灌浆料进行粘结填补。(3) At the construction site, it can be assembled into the required beam, plate and column formwork. The inner surface of the mold is provided with grooves to improve the bonding performance with cast-in-place concrete. It can be designed and produced according to the actual size requirements in the factory. It can be folded and placed after production, which is more flexible and changeable. In the field construction, the folding formwork can be arbitrarily combined to complete the assembly of the required permanent beams of the beam, the plate and the column, and the non-shrinkage cement grout is used for bonding and filling at the assembling edge.
该模板拼装技术新颖,制作简单,使用方便,可操纵性强,改善结构耐久性及其使用寿 命,具有广泛的实用性。The template assembly technology is novel, simple to manufacture, convenient to use, strong in maneuverability, improved in structural durability and longevity, and has wide practicality.
附图说明:BRIEF DESCRIPTION OF THE DRAWINGS:
图1是本发明的TRC折叠式可拼装永久性模板展开后结构图;1 is a structural view of the TRC folding type assembleable permanent template of the present invention after unfolding;
图2是本发明的FRP筋挂钩结构示意图;2 is a schematic view showing the structure of the FRP rib hook of the present invention;
图3是本发明的模具内层板结构示意图;Figure 3 is a schematic view showing the structure of the inner layer plate of the mold of the present invention;
图4是本发明的TRC折叠式永久性拼装柱模板实例一结构示意图;4 is a schematic structural view of an example of a TRC folding permanent assembly column template of the present invention;
图5是本发明的TRC折叠式永久性拼装梁模板实例二结构示意图。Fig. 5 is a structural schematic view showing the second example of the TRC folding permanent assembling beam template of the present invention.
图中:1-纤维编织网,2-FRP筋挂钩,3-模具。In the figure: 1-fiber woven mesh, 2-FRP rib hook, 3-mold.
具体实施方式detailed description
下面给合附图中的实施例对本发明作进一步的描述:The invention will be further described below with reference to the embodiments in the drawings:
如图1所示,本发明的TRC折叠式可拼装永久性模板,主要由纤维编织网1、FRP筋挂钩2和多个模具3构成;所述的多个模具3间隔排列固定在纤维编织网1上,所述的模具3由内层模板和外层模板扣合而成,交接处用气钉枪连接,内层模板上设有多条竖状条形肋,如图3所示。所述的内层模板和外层模板为PVC塑料板或纤维板制成。多个模具3间隔排列的距离为模具与模具之间可折叠成直角的距离,每个模具内充填有加固纤维编织网1的高性能精细混凝土,所述的FRP筋挂钩2如图2所示,FRP筋挂钩2的两端头分别对称固定在模具与模具上下端和中部位置,配合模具3折叠成直角时钩挂连接增加固纤维编织网1的强度,从而增强折叠可拼装永久性模板整体性,避免在拼装处破裂。As shown in FIG. 1, the TRC folding type assembled permanent template of the present invention is mainly composed of a fiber woven mesh 1, an FRP rib hook 2 and a plurality of dies 3; the plurality of dies 3 are arranged at intervals in a fiber woven mesh. 1 , the mold 3 is formed by the inner layer template and the outer layer template, the junction is connected by a gas nail gun, and the inner layer template is provided with a plurality of vertical strip-shaped ribs, as shown in FIG. 3 . The inner layer template and the outer layer template are made of PVC plastic board or fiber board. The distance between the plurality of molds 3 is such that the distance between the mold and the mold can be folded into a right angle, and each mold is filled with high-performance fine concrete of the reinforcing fiber woven mesh 1, and the FRP rib hook 2 is as shown in FIG. The ends of the FRP rib hooks 2 are symmetrically fixed at the upper and lower ends of the mold and the mold respectively, and the hooking connection increases the strength of the solid fiber woven mesh 1 when the mold 3 is folded into a right angle, thereby enhancing the folding and assembling the permanent template as a whole. Sex, avoid rupture at the assembly.
实施上述TRC折叠式可拼装永久性模板的制作方法,具体步骤如下:The implementation method of the above TRC folding type assembling permanent template is as follows:
a.按注模大小制作多个模具3,并按模具3的高度剪裁相对高度的纤维编织网1,纤维编织网1的长度根据多个模具3的宽度和间隔距离确定,将多个模具3的外层板间隔距离排列好,然后将剪裁好的纤维编织网依附在间隔排列的外层模板上,然后用刷子将配置好的环氧树脂涂液均匀涂抹在依附于模具位置处的纤维编织网上,涂液整个过程注意不要出现环氧树脂成结或纤维束漏刷;所述环氧树脂涂液的制作过程:为避免受到阳光直射和风吹,整个搅拌过程在密闭室内进行,将环氧树脂、固化剂和稀释剂按1:1:0.5的比例混合搅拌,待其充分混合。a. making a plurality of molds 3 according to the injection mold size, and cutting the relative height of the fiber woven mesh 1 according to the height of the mold 3, the length of the fiber woven mesh 1 is determined according to the width and the separation distance of the plurality of molds 3, and the plurality of molds 3 are The outer plates are arranged at a distance, and then the cut fiber woven mesh is attached to the outer template of the interval arrangement, and then the configured epoxy coating is evenly applied by a brush to the fiber woven at the position of the mold. On the Internet, the entire process of coating liquid should be careful not to have epoxy resin knots or fiber bundles leaking brush; the epoxy resin coating liquid is made in order to avoid direct sunlight and wind blowing, the whole stirring process is carried out in a closed chamber, and the epoxy is The resin, curing agent and diluent are mixed and stirred in a ratio of 1:1:0.5, and they are thoroughly mixed.
b.在环氧树脂涂液未固化前采用硅砂进行喷砂处理,以增大纤维编织网与高性能精细混凝土的粘结性能;b. sandblasting with silica sand before the epoxy coating liquid is uncured to increase the bonding performance of the fiber woven mesh and the high performance fine concrete;
d.将喷砂处理后的纤维编织网悬空放置在通风凉爽的室内进行晾干,然后把晾干后的纤维编织网安置在模具3的中间位置,并将FRP筋挂钩2的两端头分别对称固定在模具与模具上下端和中部位置,拼装时互相钩在一起,其目的是拼装时与纤维编织网协同工作,加强连接处的强度,增强该折叠式可拼装永久性模板整体性,避免在拼装处破裂,充分发挥出TRC 永久性模板的“环箍效应”;d. The fiber woven mesh after sandblasting is suspended in a cool and ventilated room to be air-dried, and then the dried fiber woven mesh is placed in the middle position of the mold 3, and the ends of the FRP rib hook 2 are respectively The symmetry is fixed at the upper and lower ends of the mold and the mold, and is hooked together when assembling. The purpose is to cooperate with the fiber woven mesh during assembly to strengthen the strength of the joint and enhance the integrity of the foldable permanent template. Break at the assembly and give full play to the “hoop effect” of the permanent template of the TRC;
e.将模具3立起来,向模具3内浇筑高性能精细混凝土,在浇筑到模具高度的1/4时用手拍打模具表面或轻微振捣,重复多次,赶出模具基体中的气泡,以增强高性能精细混凝土密实性,相邻模具之间的纤维编织网不浇筑;向模具3内浇筑高性能精细混凝土时,为防止纤维编织网的位置在浇筑过程中会受到高性能精细混凝土的冲击而发生移动,在模具之间安放一薄板,将纤维编织网依附在薄板上,在浇筑过程中逐渐抽离;为防止模具在浇筑高性能精细混凝土过程中发生侧向变形,在模具外设置侧向支撑。e. Stand up the mold 3, and cast high-performance fine concrete into the mold 3. When the height is 1/4 of the mold height, the surface of the mold is patted by hand or slightly vibrated, and repeated many times to drive out the bubbles in the mold base. In order to enhance the compactness of high-performance fine concrete, the fiber woven mesh between adjacent molds is not poured; when high-performance fine concrete is poured into the mold 3, the position of the fiber woven mesh is prevented from being subjected to high-performance fine concrete during the pouring process. Moves by impact, puts a thin plate between the molds, attaches the fiber woven mesh to the thin plate, and gradually withdraws during the pouring process; in order to prevent the lateral deformation of the mold during the casting of high-performance fine concrete, set outside the mold Lateral support.
f.浇筑完成后,在湿润环境下进行养护,养护TRC折叠式可拼装永久性模板至龄期;养护完成后,为防止拆模时损坏TRC折叠式可拼装永久性模板,在TRC折叠式可拼装永久性模板达到足够强度时,再对进行拆模。f. After the pouring is completed, the curing is carried out in a humid environment, and the TRC folding type can be assembled to assemble the permanent template to the age; after the completion of the maintenance, in order to prevent the damage of the TRC folding type, the permanent template can be assembled in the TRC folding type. When the permanent template is assembled to achieve sufficient strength, the mold is removed.
所述的纤维编织网1用一种纤维或者按编织的径向和纬向分别用两种不同纤维编织,采用高抗拉强度且耐腐性好的纤维编织而成,如碳纤维、芳纶纤维、耐碱玻璃纤维、玄武岩纤维、聚乙烯醇纤维或聚乙烯纤维。The fiber woven mesh 1 is woven with two kinds of fibers in the radial direction and the weft direction of the woven fabric, and is woven by fibers with high tensile strength and good corrosion resistance, such as carbon fiber and aramid fiber. , alkali-resistant glass fiber, basalt fiber, polyvinyl alcohol fiber or polyethylene fiber.
所述的高性能精细混凝土采用52.5硅酸盐水泥、I级粉煤灰、粒径0~0.6mm的硅砂、水、Sika三代减水剂、短切纤维材料搅拌制作而成。其制作方法:The high-performance fine concrete is made by mixing 52.5 Portland cement, grade I fly ash, silica sand with particle size of 0-0.6 mm, water, Sika three-generation water reducer, and chopped fiber material. Its production method:
①所需材料:52.5硅酸盐水泥500kg/m 3,I级粉煤灰180kg/m 3,硅灰40kg/m 3,粒径0~0.6mm的硅砂800kg/m 3,粒径0.6~1.2mm的硅砂400kg/m 3,水252kg/m 3,Sika三代减水剂4.0kg/m 3,占总体积0.5-2%的短切纤维。 1 Required materials: 52.5 Portland cement 500kg/m 3 , Grade I fly ash 180kg/m 3 , Silica fume 40kg/m 3 , Silica sand with particle size 0~0.6mm 800kg/m 3 , Particle size 0.6~1.2 Mm of silica sand 400kg / m 3 , water 252kg / m 3 , Sika three generations of water reducing agent 4.0kg / m 3 , accounting for 0.5-2% of the total volume of chopped fibers.
②搅拌:准备好所需材料后,将水泥、I级粉煤灰、硅灰和硅砂用搅拌机搅拌2-3分钟,搅拌均匀后加入水搅拌,然后加入Sika三代减水剂搅拌2-3分钟。为增强基体的延性和抗裂性能,使裂缝开展后呈现细而密的发展特征,可以继续掺入短切纤维,然后再搅拌3-5分钟,最终形成高性能精细混凝土。2 Stirring: After preparing the required materials, stir the cement, Class I fly ash, silica fume and silica sand with a mixer for 2-3 minutes, stir evenly, add water and stir, then add Sika three generations of water reducing agent for 2-3 minutes. . In order to enhance the ductility and crack resistance of the matrix, and to make the cracks develop fine and dense development characteristics, the short-cut fibers can be continuously mixed, and then stirred for 3-5 minutes to finally form high-performance fine concrete.
上述短切纤维:采用具有柔软性和高吸水性的聚乙烯醇纤维、具有高强度和耐腐蚀性的聚乙烯纤维、具有高抗拉性能的碳纤维、具有耐高温、耐碱酸腐蚀性的耐碱玻璃纤维、具有高强度和耐高温性的玄武岩纤维、或具有强度高和电绝缘性好的聚丙烯纤维等中的一种或多种。The above-mentioned chopped fibers: polyvinyl alcohol fibers having flexibility and high water absorption, polyethylene fibers having high strength and corrosion resistance, carbon fibers having high tensile properties, and resistance to high temperature and alkali corrosion resistance Alkali glass fiber, basalt fiber having high strength and high temperature resistance, or one or more of polypropylene fiber having high strength and good electrical insulation.
所述的高性能精细混凝土:保证混凝土充分渗透过纤维编织网,与其形成良好粘结;具有高流动性且不离析的自密实能力;对纤维编织网的腐蚀影响在可接受的范围内。The high-performance fine concrete: ensuring that the concrete penetrates sufficiently through the fiber woven mesh to form a good bond with it; the self-compacting ability with high fluidity and non-segregation; the corrosion effect on the fiber woven mesh is within an acceptable range.
采用环氧树脂涂液浸渍的目的:①使纤维编织网表面硬化,把纤维编织网由松散的单个纤维束凝聚成一个整体,降低纤维束中纤维丝之间的滑移。②提高纤维编织网与高性能精细混凝土的界面粘结性能。③在纤维编织网表面形成保护层,有效避免混凝土中碱液对纤维编 织网的侵蚀。The purpose of impregnation with epoxy coating liquid is as follows: 1 The surface of the fiber woven mesh is hardened, and the fiber woven mesh is condensed into a whole by a loose individual fiber bundle to reduce the slip between the fiber bundles in the fiber bundle. 2 Improve the interfacial adhesion properties of fiber woven mesh and high performance fine concrete. 3 Forming a protective layer on the surface of the fiber woven mesh to effectively avoid the erosion of the lye on the fiber woven mesh in the concrete.
如图4所示为永久性拼装柱模板实例一、拼装柱模板时,模具3为4个,外侧的两个模板3留有搭接的纤维编织网,作为搭边。As shown in Fig. 4, an example of a permanent assembly column template. When assembling a column template, there are four molds 3, and the outer two templates 3 have overlapping fiber woven nets as lap joints.
如图5所示为永久性拼装柱模板实例二、拼装梁模板时,模板3为三个,外侧的两个模板3不留搭接用纤维编织网。As shown in FIG. 5, the permanent assembly column template example 2, when assembling the beam template, the template 3 is three, and the outer two templates 3 do not leave the fiber woven mesh for lap joint.

Claims (7)

  1. 一种TRC折叠式可拼装永久性模板,其特征在于:它包括纤维编织网(1)、FRP筋挂钩(2)和多个模具(3);所述的多个模具(3)间隔排列固定在纤维编织网(1)上,多个模具(3)间隔排列的距离为模具与模具之间可折叠成直角的距离,每个模具内充填有加固纤维编织网(1)的高性能精细混凝土,所述的FRP筋挂钩(2)两端头分别对称固定在模具与模具上下端和中部位置,配合模具(3)折叠成直角时钩挂连接增加固纤维编织网(1)的强度,从而增强折叠可拼装永久性模板整体性,避免在拼装处破裂。A TRC folding type assembling permanent template, characterized in that it comprises a fiber woven mesh (1), an FRP rib hook (2) and a plurality of dies (3); the plurality of dies (3) are arranged at intervals On the fiber woven mesh (1), the distance between the plurality of molds (3) is such that the distance between the mold and the mold can be folded at right angles, and each mold is filled with high-performance fine concrete with a reinforced fiber woven mesh (1). The ends of the FRP rib hooks (2) are symmetrically fixed at the upper and lower ends of the mold and the mold, respectively, and the hooking connection increases the strength of the solid fiber woven mesh (1) when the mold (3) is folded into a right angle. Enhanced folding can be used to assemble permanent formwork integrity and avoid rupture at the assembly.
  2. 根据权利要求1所述的一种TRC折叠式可拼装永久性模板,其特征在于:所述的模具(3)由内层模板和外层模板扣合而成,内层模板上设有多条竖状条形肋。The TRC folding type assembleable permanent template according to claim 1, wherein the mold (3) is formed by fastening an inner layer template and an outer layer template, and the inner layer template is provided with a plurality of strips. Vertical strip ribs.
  3. 根据权利要求1所述的一种TRC折叠式可拼装永久性模板,其特征在于:所述的内层模板和外层模板为PVC塑料板或纤维板制成。A TRC folding formable permanent template according to claim 1, wherein the inner layer template and the outer layer template are made of a PVC plastic board or a fiber board.
  4. 实施权利要求1所述TRC折叠式可拼装永久性模板的制作方法,其特征在于包括如下步骤:A method for fabricating a TRC folding formable permanent template according to claim 1, comprising the steps of:
    a.按注模大小制作多个模具(3),并按模具(3)的高度剪裁相对高度的纤维编织网(1),纤维编织网(1)的长度根据多个模具(3)的宽度和间隔距离确定,将多个模具(3)的外层板间隔距离排列好,然后将剪裁好的纤维编织网依附在间隔排列的外层模板上,然后用刷子将配置好的环氧树脂涂液均匀涂抹在依附于模具位置处的纤维编织网上,涂液整个过程注意不要出现环氧树脂成结或纤维束漏刷;a. making a plurality of molds (3) according to the size of the injection mold, and cutting the relative height of the fiber woven mesh (1) according to the height of the mold (3), the length of the fiber woven mesh (1) according to the width of the plurality of molds (3) And the separation distance is determined, the outer plates of the plurality of molds (3) are arranged at a distance, and then the cut fiber woven mesh is attached to the spaced outer layer template, and then the configured epoxy resin is coated with a brush. The liquid is evenly applied to the fiber woven net attached to the position of the mold, and the entire process of the coating liquid should be careful not to cause epoxy resin formation or fiber bundle leakage brush;
    b.在环氧树脂涂液未固化前采用硅砂进行喷砂处理,以增大纤维编织网与高性能精细混凝土的粘结性能;b. sandblasting with silica sand before the epoxy coating liquid is uncured to increase the bonding performance of the fiber woven mesh and the high performance fine concrete;
    d.将喷砂处理后的纤维编织网悬空放置在通风凉爽的室内进行晾干,然后把晾干后的纤维编织网安置在模具(3)的中间位置;d. The fiber woven mesh after sandblasting is suspended in a cool and ventilated room to be air-dried, and then the dried fiber woven mesh is placed in the middle position of the mold (3);
    e.将模具(3)立起来,向模具(3)内浇筑高性能精细混凝土,在浇筑到模具高度的1/4时用手拍打模具表面或轻微振捣,重复多次,赶出模具基体中的气泡,以增强高性能精细混凝土密实性,相邻模具之间的纤维编织网不浇筑;e. Stand up the mold (3), pour high-performance fine concrete into the mold (3), and pat the mold surface or slightly vibrate by hand when pouring to 1/4 of the height of the mold, repeating the mold base Bubbles in order to enhance the compactness of high-performance fine concrete, the fiber woven mesh between adjacent molds is not poured;
    f.浇筑完成后,在湿润环境下进行养护;养护完成后,为防止拆模时损坏TRC折叠式可拼装永久性模板,在TRC折叠式可拼装永久性模板达到足够强度时,再对进行拆模。f. After the pouring is completed, the curing is carried out in a humid environment; after the completion of the maintenance, in order to prevent damage to the TRC folding type, the permanent template can be assembled, and when the TRC folding type can be assembled into a permanent template to achieve sufficient strength, the demolition is performed again. mold.
  5. 根据权利要求4所述TRC折叠式可拼装永久性模板制作方法,其特征在于:所述向模具(3)内浇筑高性能精细混凝土时,为防止纤维编织网的位置在浇筑过程中会受到高性能精细混凝土的冲击而发生移动,在模具之间安放一薄板,将纤维编织网依附在薄板上,在浇筑过程中逐渐抽离。The TRC folding type assembling permanent template manufacturing method according to claim 4, wherein when the high-performance fine concrete is poured into the mold (3), the position of the fiber woven mesh is prevented from being high during the pouring process. The fine concrete is moved by the impact of the fine concrete, a thin plate is placed between the molds, and the fiber woven mesh is attached to the thin plate, and is gradually pulled away during the pouring process.
  6. 根据权利要求4所述TRC折叠式可拼装永久性模板制作方法,其特征在于:拼装梁模 板时,所述的模具(3)为3个,外侧的两个模板(3)不留搭接用纤维编织网;拼装柱模板时,模具(3)为4个,外侧的两个模板(3)留有搭接的纤维编织网。The TRC folding type assembling permanent template manufacturing method according to claim 4, wherein when the beam template is assembled, the molds (3) are three, and the outer two templates (3) are not overlapped. Fiber woven mesh; when assembling the column template, there are 4 molds (3), and the outer two templates (3) are left with lapped fiber woven mesh.
  7. 根据权利要求4所述TRC折叠式可拼装永久性模板制作方法,其特征在于:所述环氧树脂涂液的制作过程:为避免受到阳光直射和风吹,整个搅拌过程在密闭室内进行,将环氧树脂、固化剂和稀释剂按1:1:0.5的比例混合搅拌,待其充分混合。The TRC folding type assembleable permanent template manufacturing method according to claim 4, wherein the epoxy resin coating liquid is produced in the process of avoiding direct sunlight and wind blowing, and the whole stirring process is carried out in a closed chamber, and the ring is The oxygen resin, the curing agent and the diluent are mixed and stirred in a ratio of 1:1:0.5, and they are thoroughly mixed.
PCT/CN2018/109266 2018-05-07 2018-10-08 Trc foldable permanent formwork capable of being assembled and method for manufacturing same WO2019214155A1 (en)

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