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CN111779259A - A kind of construction method of aluminum alloy formwork suitable for special-shaped structure forming - Google Patents

A kind of construction method of aluminum alloy formwork suitable for special-shaped structure forming Download PDF

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Publication number
CN111779259A
CN111779259A CN202010385270.4A CN202010385270A CN111779259A CN 111779259 A CN111779259 A CN 111779259A CN 202010385270 A CN202010385270 A CN 202010385270A CN 111779259 A CN111779259 A CN 111779259A
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special
shaped structure
aluminum alloy
aluminum
formwork
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李炳
罗宏川
黄希
陈世俊
赵焕
来安鹏
潘泓朴
蒋玄苇
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China Construction Underground Space Co Ltd
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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
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • 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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • 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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/04Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/042Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

本发明公开了一种适用于异形结构成型的铝合金模板的施工方法,包括S1、原设计施工图审图;S2、优化异形结;S3、异形结构深化设计;S4、数值模拟精度复核;S5、模板下料;S6、单模板焊接拼装成型;S7、模块整体试拼装;S8、进场验收;S9、临时支撑、现场模板实施拼装;S10、底模安装;S11、侧模安装;S12、复核及加固;S13、验收;S14、钢筋混凝土施做;S15、成型养护;铝合金模板包括沿异形结构外轮廓设置的铝模板面板和铝合金肋板,通过将多个铝模板面板进行拼接并固定铝合金肋板;该方法能够提高异形结构外轮廓的贴覆模板的拼接精度,提高周转效率,并使得施工捷性高、拼装精度高、文明施工程度高、成型质量高、安全性高。

Figure 202010385270

The invention discloses a construction method of an aluminum alloy formwork suitable for special-shaped structure forming, including S1, original design construction drawing review; S2, optimization of special-shaped structure; S3, detailed design of special-shaped structure; S4, numerical simulation accuracy review; S5 , template blanking; S6, single template welding assembly; S7, module overall trial assembly; S8, entry acceptance; S9, temporary support, on-site template assembly; S10, bottom mold installation; S11, side mold installation; S12, Review and reinforcement; S13, acceptance; S14, reinforced concrete construction; S15, forming and curing; the aluminum alloy formwork includes aluminum formwork panels and aluminum alloy ribs arranged along the outer contour of the special-shaped structure. Fix the aluminum alloy rib; this method can improve the splicing accuracy of the clad template of the outer contour of the special-shaped structure, improve the turnover efficiency, and make the construction agility, assembly accuracy, civilized construction, high molding quality, and high safety.

Figure 202010385270

Description

一种适用于异形结构成型的铝合金模板的施工方法A kind of construction method of aluminum alloy formwork suitable for special-shaped structure forming

技术领域technical field

本发明涉及建筑技术领域,具体而言,涉及一种适用于异形结构成型的铝合金模板的施工方法。The invention relates to the technical field of construction, in particular to a construction method of an aluminum alloy formwork suitable for forming special-shaped structures.

背景技术Background technique

随着时代的进步,人民生活水平的提高,城市住宅的建设效率和质量变得尤为重要,也促使设计理念不断创新,建筑造型也越来越时尚化、艺术化,一些异形结构广泛应用于建筑外立面上,具有悬挑长、造型多样、圆弧曲率不固定、与主体结构之间镂空等特点,所以新建造过程中所使用到的建筑模板,它直接关系到建筑结构的安全性、施工的便捷性和建设成本等多方面因素。With the progress of the times and the improvement of people's living standards, the construction efficiency and quality of urban residences have become particularly important, which has also prompted continuous innovation in design concepts, and architectural shapes have become more and more fashionable and artistic. Some special-shaped structures are widely used in buildings. On the façade, it has the characteristics of long overhang, various shapes, unstable arc curvature, and hollowing out between the main structure and the main structure. Therefore, the building formwork used in the new construction process is directly related to the safety and security of the building structure. There are many factors such as the convenience of construction and construction cost.

为了保证高层建筑及超高层异形结构在施工过程的安全性、操作过程的便捷性,控制建设成本等,铝合金模板技术也被提以更高的要求,对于加快施工进度、提高建筑物质量等有着重大意义,但现阶段经定型化设计及工业化加工定制完成的标准尺寸铝合金模板对于异形结构的施工并不适用,不能施工一些曲率渐变的异形结构,异形结构现阶段还是采用木模来塑性异形结构构件形状,最后施做混凝土成型,但木模塑性异形结构形状对工人的操作要求高、施工难度大,且不易控制异形结构构件的整体精度,在施做混凝土浇筑时还容易造成爆模、漏浆等;木模还由于吸水性强的物理特性,在温度变化中易出现不均匀变形,对于模板的周转使用效率、异形结构塑性成型质量以及现场文明施工难以控制,最终影响异形结构构件的成型质量和建设成本。In order to ensure the safety of high-rise buildings and super high-rise special-shaped structures in the construction process, the convenience of the operation process, and the control of construction costs, aluminum alloy formwork technology has also been raised with higher requirements. It is of great significance, but at this stage, the standard-size aluminum alloy formwork that has been customized by stereotyped design and industrial processing is not suitable for the construction of special-shaped structures, and some special-shaped structures with gradual curvature cannot be constructed. The shape of the special-shaped structural members is finally applied to concrete molding, but the plasticity of the wood molds has high requirements on the operation of the workers, the construction is difficult, and it is not easy to control the overall accuracy of the special-shaped structural members, and it is easy to cause explosions during concrete pouring. Due to the physical characteristics of strong water absorption, the wood mold is prone to uneven deformation during temperature changes, and it is difficult to control the turnover efficiency of the template, the plastic molding quality of the special-shaped structure and the civilized construction on site, which will eventually affect the special-shaped structure. Forming quality and construction cost of components.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种适用于异形结构成型的铝合金模板的施工方法,其能够解决上述现有异形结构施工方法精度难以控制、模板材料周转效率低、安全性和施工便捷性低等问题。The purpose of the present invention is to provide a construction method of an aluminum alloy formwork suitable for special-shaped structure forming, which can solve the problems of difficulty in controlling the precision of the above-mentioned existing special-shaped structure construction method, low turnover efficiency of formwork materials, low safety and construction convenience, etc. .

本发明的实施例是这样实现的:Embodiments of the present invention are implemented as follows:

一种适用于异形结构成型的铝合金模板的施工方法,其包括以下步骤:A construction method of an aluminum alloy formwork suitable for special-shaped structure forming, which comprises the following steps:

S1、原设计施工图审图S1, the original design and construction drawing review

在原设计施工图上复核异形结构标高、尺寸、轴线位移、配筋大小、以及与主体结构相对位置关系,利用AutoCAD将原结构施工图与建筑施工图进行合图确定是否有预留孔洞,做到结构施工图与建筑施工图的设计深度相统一;Review the elevation, size, axis displacement, reinforcement size, and relative position relationship with the main structure of the special-shaped structure on the original design and construction drawing, and use AutoCAD to combine the original structure construction drawing and the building construction drawing to determine whether there are reserved holes. The design depth of structural construction drawings and architectural construction drawings shall be unified;

S2、优化异形结S2, optimize the special-shaped knot

在确定后的原施工图基础上,进一步提炼出异形结构的整体尺寸、异形结构外轮廓曲率、渐变形式和半径,根据各项要素组合确定好异形结构的曲率关系;On the basis of the confirmed original construction drawings, the overall size of the special-shaped structure, the outer contour curvature, the gradient form and the radius of the special-shaped structure are further refined, and the curvature relationship of the special-shaped structure is determined according to the combination of various elements;

S3、异形结构深化设计S3. Deepening design of special-shaped structure

利用Auto CAD软件进行1:1放样还原,运用“割圆法”原理,将异形结构进行划分,异形结构划分时,每一段内接多边形的边的长度为弧长L1,每一段异形结构的长度为弦长L2,每一段内接多变形的边的中部至异形结构弧形段之间的距离为Δh弧长与弦长差值,根据Δh弧长与弦长差值来判断划分是否精细,划分的越精细,弧线越趋近于弦,因此采用这种以直代曲的办法,将异形结构曲面分割成若干平面后,再将平面拼接成曲面(弧面→平面→弧面),根据弦长数据就可以确定铝合金模板面板下料相关尺寸,同时根据铝合金模板再进行铝合金肋板加强的配模设计;Use Auto CAD software to carry out 1:1 lofting restoration, and use the principle of "cut circle method" to divide the special-shaped structure. When dividing the special-shaped structure, the length of the side of each inscribed polygon is the arc length L 1 , and the length of each special-shaped structure is the arc length L 1 . The length is the chord length L 2 , and the distance from the middle of each inscribed multi-deformed side to the arc segment of the special-shaped structure is the difference between the Δh arc length and the chord length. It is judged whether the division is divided according to the difference between the Δh arc length and the chord length. Fine, the finer the division, the closer the arc is to the chord. Therefore, this method of substituting straight for the curve is used to divide the surface of the special-shaped structure into several planes, and then splicing the planes into a curved surface (arc → plane → arc ), according to the chord length data, the relevant dimensions of the aluminum alloy formwork panel blanking can be determined, and at the same time, according to the aluminum alloy formwork, the die matching design for the reinforcement of the aluminum alloy rib plate is carried out;

S4、数值模拟精度复核S4. Numerical simulation accuracy review

将分割后的单个曲面要素,结合异形结构的整体尺寸和曲率变化,在包括但不限于Revit的建筑模型软件中进行拟合,确定铝合金肋板与铝模板面板之间的面板与肋板夹角是否满足异形结构的曲率变化;Fit the segmented single surface element, combined with the overall size and curvature changes of the special-shaped structure, in architectural model software including but not limited to Revit to determine the panel and rib clamp between the aluminum alloy rib and the aluminum formwork panel Whether the angle satisfies the curvature change of the special-shaped structure;

S5、模板下料S5, template blanking

在数值模拟精度复核后,所有单个铝模板面板的曲面要素精度满足拼装要求的情况下,下料时直接按单个曲面长度确定铝模板面板下料长度;After the numerical simulation accuracy review, if the surface element accuracy of all single aluminum formwork panels meets the assembly requirements, the blanking length of the aluminum formwork panel is directly determined according to the length of the single surface during cutting;

S6、单模板焊接拼装成型S6, single template welding assembly molding

单个铝模板面板下料后进行加强设计,确定销钉连接的螺栓连接孔、中部加强铝合金肋板、边部铝合金肋板,将前述的三个部分与铝模板面板焊接加工成单个铝模板面板使之形成有机的整体;After the single aluminum formwork panel is cut, the reinforcement design is carried out, and the bolt connection holes for the pin connection, the middle reinforced aluminum alloy rib, and the edge aluminum alloy rib are determined, and the aforementioned three parts are welded with the aluminum formwork panel to form a single aluminum formwork panel. to form an organic whole;

S7、模块整体试拼装S7, the overall trial assembly of the module

在所有单个铝模板面板拼装焊接完成后,结合异形结构的整体尺寸进行整体的试拼装,论证S4中的拟合是否可行,确定肋板与面板之间的夹角以及曲率变化是否符合设计要求,否则再返回S4中进行修改。After the assembly and welding of all single aluminum formwork panels are completed, the overall trial assembly is carried out in combination with the overall size of the special-shaped structure to demonstrate whether the fitting in S4 is feasible, and to determine whether the angle between the rib and the panel and the curvature change meet the design requirements. Otherwise, go back to S4 for modification.

在本发明较佳的实施例中,上述步骤还包括:In a preferred embodiment of the present invention, the above steps also include:

S8、进场验收S8. On-site acceptance

对进入施工现场的异形结构的铝模板面板材料、构配件、尺寸等按相关标准规定要求进行检验,对产品达到合格与否做出确认;Inspect the aluminum formwork panel materials, components, and dimensions of the special-shaped structure entering the construction site according to the requirements of relevant standards, and confirm whether the products are qualified or not;

S9、临时支撑、现场模板实施拼装S9, temporary support, on-site template assembly

前述S7符合设计后,可将铝模板面板和铝合金肋板运抵施工现场进行实施拼装。After the aforementioned S7 meets the design, the aluminum formwork panels and aluminum alloy rib plates can be transported to the construction site for assembly.

在本发明较佳的实施例中,上述步骤还包括:In a preferred embodiment of the present invention, the above steps also include:

S10、底模安装S10, bottom mold installation

根据配模图设计要求进行安装,作为底模的铝模板面板安装过程中严格把控铝模板面板标高;The installation is carried out according to the design requirements of the mold distribution diagram, and the elevation of the aluminum formwork panel is strictly controlled during the installation of the aluminum formwork panel as the bottom mold;

S11、侧模安装S11, side mold installation

底模安装完成后将外侧侧模安装到位,作为外侧侧模的铝合金肋板安装到位后进行销钉、销片固定施工;After the bottom mold is installed, the outer side mold is installed in place, and the aluminum alloy rib as the outer side mold is installed in place to fix the pins and pins;

S12、复核及加固S12, review and reinforcement

异形结构铝模板面板安装完成后进行几何尺寸的复核,对于重点部位进行加固,防止在施做混凝土时产生位移。After the special-shaped structure aluminum formwork panel is installed, the geometric size is checked, and the key parts are reinforced to prevent displacement during concrete construction.

在本发明较佳的实施例中,上述步骤还包括:In a preferred embodiment of the present invention, the above steps also include:

S13、验收;S13, acceptance;

S14、钢筋混凝土施做S14. Reinforced concrete construction

在异形结构的铝模板面板和铝合金肋板完成上述S6,现场进行异形结构铝模板面板整体尺寸复核及加固,确定拼装完成后的精度以及各项截面尺寸与原设计施工图一致,满足设计要求后施做混凝土;The above S6 is completed on the aluminum formwork panel and aluminum alloy rib of the special-shaped structure, and the overall size of the aluminum formwork panel of the special-shaped structure is reviewed and reinforced on site to determine the accuracy after the assembly is completed and the dimensions of each section are consistent with the original design and construction drawings, and meet the design requirements post-concrete

S15、成型养护S15, molding maintenance

当混凝土强度确保异形结构表面及棱角不受损伤时,拆除底模板和侧模,支撑杆需在至少21天后再进行拆除,使异形结构底部有足够的支撑反力,满足异形结构的强度增长,使之最后成型满足设计要求。When the strength of the concrete ensures that the surface and edges of the special-shaped structure are not damaged, the bottom formwork and side formwork should be removed, and the support rod should be removed after at least 21 days, so that the bottom of the special-shaped structure has enough supporting reaction force to meet the strength growth of the special-shaped structure. Make it final shape to meet the design requirements.

在本发明较佳的实施例中,上述S3中的铝合金模板包括沿异形结构外轮廓设置的多个铝模板面板,相邻铝模板面板之间拼接且具有拼缝位置,铝模板面板的四边缘处连接设置有铝合金肋板,铝合金肋板朝向异形结构的外侧,铝合金肋板设置有连通两侧的螺栓连接孔,相邻铝模板面板的位置相对的铝合金肋板之间通过使用螺栓穿过螺栓连接孔而固定,这样多个铝模板面板连接并沿异形结构外轮廓面分布。In a preferred embodiment of the present invention, the aluminum alloy formwork in the above-mentioned S3 includes a plurality of aluminum formwork panels arranged along the outer contour of the special-shaped structure, and adjacent aluminum formwork panels are spliced and have seam positions, and four aluminum formwork panels are An aluminum alloy rib is connected at the edge, and the aluminum alloy rib faces the outside of the special-shaped structure. The aluminum alloy rib is provided with bolt connection holes connecting both sides, and the aluminum alloy ribs on the opposite sides of the adjacent aluminum formwork panels pass through each other. Use bolts to pass through the bolt connection holes to fix, so that multiple aluminum formwork panels are connected and distributed along the outer contour surface of the special-shaped structure.

在本发明较佳的实施例中,上述铝模板面板和铝合金肋板之间具有面板与肋板夹角,面板与肋板夹角的角度范围为80°至100°。In a preferred embodiment of the present invention, the above-mentioned aluminum formwork panel and the aluminum alloy rib have an included angle between the panel and the rib, and the angle between the panel and the rib ranges from 80° to 100°.

在本发明较佳的实施例中,上述面板与肋板夹角的角度为异形结构外轮廓面形成角度的一半,相邻铝合金肋板之间形成的拼缝位置为缝隙面,以适应不同弧度的异形结构外轮廓。In a preferred embodiment of the present invention, the angle between the above-mentioned panel and the rib is half of the angle formed by the outer contour surface of the special-shaped structure, and the position of the seam formed between the adjacent aluminum alloy ribs is the gap surface, so as to adapt to different The outer contour of the radian special-shaped structure.

在本发明较佳的实施例中,上述铝合金肋板设置有至少两个螺栓连接孔,螺栓连接孔在围绕铝模板面板的四个铝合金肋板上呈对称设置。In a preferred embodiment of the present invention, the above-mentioned aluminum alloy ribs are provided with at least two bolt connection holes, and the bolt connection holes are symmetrically arranged on the four aluminum alloy ribs surrounding the aluminum formwork panel.

在本发明较佳的实施例中,上述多个铝模板面板贴覆在异形结构两侧的外轮廓面。In a preferred embodiment of the present invention, the above-mentioned plurality of aluminum formwork panels are attached to the outer contour surfaces of both sides of the special-shaped structure.

在本发明较佳的实施例中,上述相邻铝合金肋板通过螺栓连接孔连接后,使用销钉、销片进行固定。In a preferred embodiment of the present invention, after the above-mentioned adjacent aluminum alloy rib plates are connected by bolt connection holes, they are fixed by pins and pin sheets.

在本发明较佳的实施例中,上述In a preferred embodiment of the present invention, the above

本发明的有益效果是:The beneficial effects of the present invention are:

本发明通过将多个铝模板面板铺设在异形结构外轮廓,形成适用于异形结构成型的模板结构,通过铝合金肋板将相邻铝模板面板进行装配连接,通过面板与肋板夹角的设置,使得铝模板面板和铝合金肋板能够形成相互匹配的缝隙,以适应不同弧度的异形结构外轮廓;该方法能够提高异形结构外轮廓的贴覆模板的拼接精度,提高周转效率,本发明具有以下优点:In the invention, a plurality of aluminum formwork panels are laid on the outer contour of the special-shaped structure to form a formwork structure suitable for forming the special-shaped structure. , so that the aluminum template panel and the aluminum alloy rib can form matching gaps to adapt to the outer contour of the special-shaped structure with different radians; the method can improve the splicing accuracy of the pasting template of the outer contour of the special-shaped structure, and improve the turnover efficiency. The following advantages:

(1)便捷性高;由于铝合金模板本身自重较轻,在异形结构中采用铝合金模板可提高操作工人的安装、拆除及传送的工作效率,工人可轻松拼装,不完全依赖机械;(1) High convenience; due to the light weight of the aluminum alloy formwork itself, the use of aluminum alloy formwork in the special-shaped structure can improve the work efficiency of the operator's installation, dismantling and transmission, and the worker can easily assemble it without completely relying on machinery;

(2)拼装精度高;异形铝合金模板是根原设计施工图上利用AutoCAD以及Revit进行数值模拟后在工业计算机辅助下进行下料制造而成,所以在异形结构铝合金模板拼装过程中精度完全能保证。(2) High assembly accuracy; the special-shaped aluminum alloy formwork is made by using AutoCAD and Revit to perform numerical simulation on the original design and construction drawings and then blanking with the aid of industrial computer, so the precision in the assembly process of the special-shaped aluminum alloy formwork can be completely guaranteed. ensure.

(3)文明施工程度高;提高了模板周转率;使用铝合金模板体系的现场文明施工程度高,而且模板的每一个配件都能重复使用及回收,提高了模板周转率,从而减少了废料处理的成本。相对其他类型的模板,节省了钢材、木材,低碳环保。(3) The degree of civilized construction is high; the turnover rate of the formwork is improved; the on-site civilized construction degree using the aluminum alloy formwork system is high, and each accessory of the formwork can be reused and recycled, which improves the turnover rate of the formwork, thereby reducing waste disposal. the cost of. Compared with other types of templates, it saves steel and wood, and is low-carbon and environmentally friendly.

(4)成型质量高;铝合金模板平整度和垂直度能得到很好的保证,并且模板自身不吸水,混凝土成型质量高,异形结构成型后可达到清水混凝效果,避免了蜂窝麻面等质量通病。(4) High forming quality; the flatness and verticality of the aluminum alloy formwork can be well guaranteed, and the formwork itself does not absorb water, and the concrete forming quality is high. Common quality problems.

(5)安全性高;铝合金模板的支撑系统在使用过程中,整体刚度和稳定性较木模具有不可比拟的优越性,杜绝了混凝土浇筑过程中导致的支模架整体坍塌。(5) High safety; during the use of the aluminum alloy formwork support system, the overall rigidity and stability of the aluminum alloy formwork have incomparable advantages over wooden molds, preventing the overall collapse of the formwork frame caused by the concrete pouring process.

附图说明Description of drawings

为了更清楚地说明本发明实施例的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,应当理解,以下附图仅示出了本发明的某些实施例,因此不应被看作是对范围的限定。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings used in the embodiments. It should be understood that the following drawings only show some embodiments of the present invention, and therefore do not should be seen as a limitation of scope.

图1是本发明适用于异形结构成型的铝合金模板的施工方法流程图;Fig. 1 is the construction method flow chart of the aluminum alloy formwork that the present invention is applicable to special-shaped structure forming;

图2是本发明适用于异形结构成型的铝合金模板的施工流程中弧弦关系“割圆法”示意图;Fig. 2 is the schematic diagram of the arc-chord relationship "cut circle method" in the construction process of the aluminum alloy formwork that the present invention is applicable to forming of special-shaped structures;

图3是本发明适用于异形结构成型的铝合金模板的拼装连接关系图;Fig. 3 is the assembling connection diagram of the aluminum alloy template suitable for special-shaped structure forming of the present invention;

图标:1-异形结构外轮廓;2-铝模板面板;3-拼缝位置;4-面板与肋板夹角;5-螺栓连接孔;6-铝合金肋板;7-弧长L1;8-弦长L2;9-Δh弧长与弦长差值。Icons: 1-outer profile of special-shaped structure; 2-aluminum formwork panel; 3-joint position; 4-angle between panel and rib; 5-bolt connection hole; 6-aluminum alloy rib; 7-arc length L1; 8 - chord length L2; 9-Δh difference between arc length and chord length.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。通常在此处附图中描述和表示出的本发明实施例的组件可以以各种不同的配置来布置和设计。In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, but not all embodiments. The components of the embodiments of the invention generally described and represented in the drawings herein may be arranged and designed in a variety of different configurations.

因此,以下对在附图中提供的本发明的实施例的详细描述并非旨在限制要求保护的本发明的范围,而是仅仅表示本发明的选定实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。Thus, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

第一实施例first embodiment

请参照图1,本实施例提供一种适用于异形结构成型的铝合金模板的施工方法,其包括以下步骤:Please refer to FIG. 1 , the present embodiment provides a construction method of an aluminum alloy formwork suitable for forming a special-shaped structure, which includes the following steps:

S1、原设计施工图审图S1, the original design and construction drawing review

在原设计施工图上复核异形结构标高、尺寸、轴线位移、配筋大小、以及与主体结构相对位置关系,利用AutoCAD将原结构施工图与建筑施工图进行合图确定是否有预留孔洞,本实施例预留的孔洞为用于穿过螺栓固定的螺栓连接孔5,做到结构施工图与建筑施工图的设计深度相统一;Review the elevation, size, axis displacement, reinforcement size, and relative position relationship with the main structure of the special-shaped structure on the original design and construction drawing, and use AutoCAD to combine the original structure construction drawing and the building construction drawing to determine whether there are reserved holes. This implementation For example, the reserved holes are bolt connection holes 5 for fixing through bolts, so that the design depth of the structural construction drawing and the building construction drawing is unified;

S2、优化异形结S2, optimize the special-shaped knot

在确定后的原施工图基础上,进一步提炼出异形结构的整体尺寸、异形结构外轮廓1曲率、渐变形式和半径,根据各项要素组合确定好异形结构的曲率关系;On the basis of the confirmed original construction drawings, the overall size of the special-shaped structure, the curvature of the outer contour 1 of the special-shaped structure, the gradient form and the radius are further refined, and the curvature relationship of the special-shaped structure is determined according to the combination of various elements;

S3、异形结构深化设计S3. Deepening design of special-shaped structure

请参照图2,利用Auto CAD软件进行1:1放样还原,运用“割圆法”原理,将异形结构进行划分,异形结构划分时的内接多边形的每一段的长度为弧长L17,异形结构的每一段的长度为弦长L28,每一段的异形结构弧形段与内接多变形的中部之间的距离为Δh弧长与弦长差值9,根据Δh弧长与弦长差值9来判断划分是否精细,划分的越精细,弧线越趋近于弦,因此采用这种以直代曲的办法,将异形结构曲面分割成若干平面后,再将平面拼接成曲面(弧面→平面→弧面),根据弦长数据就可以确定铝合金模板面板下料相关尺寸,同时根据铝合金模板再进行铝合金肋板6加强的配模设计;Please refer to Fig. 2, use Auto CAD software to carry out 1:1 lofting restoration, use the principle of "cut circle method" to divide the special-shaped structure, and the length of each section of the inscribed polygon when the special-shaped structure is divided is the arc length L 1 7, The length of each section of the special-shaped structure is the chord length L 2 8, and the distance between the arc-shaped section of the special-shaped structure of each section and the middle part of the inscribed multi-deformation is the difference between the Δh arc length and the chord length of 9, according to the Δh arc length and chord length. The difference in length is 9 to judge whether the division is fine. The finer the division, the closer the arc is to the chord. Therefore, this method of substituting straight for the curve is used to divide the surface of the special-shaped structure into several planes, and then splicing the planes into a curved surface. (Arc→Flat→Arc), according to the chord length data, the relevant dimensions of the aluminum alloy formwork panel blanking can be determined, and at the same time, according to the aluminum alloy formwork, the mold matching design of the aluminum alloy rib plate 6 reinforcement is carried out;

S4、数值模拟精度复核S4. Numerical simulation accuracy review

将分割后的单个曲面要素,结合异形结构的整体尺寸和曲率变化,在包括但不限于Revit的建筑模型软件中进行拟合,确定铝合金肋板6与铝模板面板2之间的面板与肋板夹角4是否满足异形结构的曲率变化;Fit the segmented single surface element, combined with the overall size and curvature changes of the special-shaped structure, in architectural model software including but not limited to Revit to determine the panel and rib between the aluminum alloy rib 6 and the aluminum formwork panel 2 Whether the plate angle 4 meets the curvature change of the special-shaped structure;

S5、模板下料S5, template blanking

在数值模拟精度复核后,所有单个铝模板面板2的曲面要素精度满足拼装要求的情况下,下料时直接按单个曲面长度确定铝模板面板2下料长度;After the numerical simulation accuracy review, if the surface element accuracy of all single aluminum formwork panels 2 meets the assembly requirements, the blanking length of the aluminum formwork panel 2 is directly determined according to the length of a single curved surface during blanking;

S6、单模板焊接拼装成型S6, single template welding assembly molding

单个铝模板面板2下料后进行加强设计,确定销钉连接的螺栓连接孔5、中部加强铝合金肋板6、边部铝合金肋板6,将前述的三个部分与铝模板面板2焊接加工成单个铝模板面板2使之形成有机的整体;After the single aluminum formwork panel 2 is blanked, the reinforcement design is carried out, and the bolt connection holes 5 for pin connection, the middle reinforced aluminum alloy rib 6, and the edge aluminum alloy rib 6 are determined, and the aforementioned three parts are welded with the aluminum formwork panel 2. into a single aluminum formwork panel 2 to form an organic whole;

S7、模块整体试拼装S7, the overall trial assembly of the module

在所有单个铝模板面板2拼装焊接完成后,结合异形结构的整体尺寸进行整体的试拼装,论证S4中的拟合是否可行,确定面板与肋板夹角4以及曲率变化是否符合设计要求,否则再返回S4中进行修改。After all single aluminum formwork panels 2 are assembled and welded, the overall trial assembly is carried out in combination with the overall size of the special-shaped structure to demonstrate whether the fitting in S4 is feasible, and determine whether the angle 4 between the panel and the rib and the curvature change meet the design requirements, otherwise Then go back to S4 for modification.

S8、进场验收S8. On-site acceptance

对进入施工现场的异形结构的铝模板面板2材料、构配件、尺寸等按相关标准规定要求进行检验,对产品达到合格与否做出确认;The materials, components, sizes, etc. of the special-shaped aluminum formwork panel 2 entering the construction site shall be inspected according to the requirements of relevant standards, and whether the products are qualified or not shall be confirmed;

S9、临时支撑、现场模板实施拼装S9, temporary support, on-site template assembly

前述S7符合设计后,可将铝模板面板2和铝合金肋板6运抵施工现场进行实施拼装。After the aforementioned S7 meets the design, the aluminum formwork panel 2 and the aluminum alloy rib 6 can be transported to the construction site for assembly.

S10、底模安装S10, bottom mold installation

根据配模图设计要求进行安装,作为底模的铝模板面板2安装过程中严格把控铝模板面板2标高;The installation is carried out according to the design requirements of the mold distribution diagram. During the installation of the aluminum formwork panel 2 as the bottom mold, the elevation of the aluminum formwork panel 2 is strictly controlled;

S11、侧模安装S11, side mold installation

底模安装完成后将外侧侧模安装到位,作为外侧侧模的铝合金肋板6安装到位后进行销钉、销片固定施工;After the bottom mold is installed, the outer side mold is installed in place, and the aluminum alloy rib 6 serving as the outer side mold is installed in place, and then the pins and pin pieces are fixed in place;

S12、复核及加固S12, review and reinforcement

异形结构铝模板面板2安装完成后进行几何尺寸的复核,对于重点部位进行加固,防止在施做混凝土时产生位移。After the special-shaped structure aluminum formwork panel 2 is installed, the geometric dimensions are checked, and the key parts are reinforced to prevent displacement when concrete is applied.

S13、验收;S13, acceptance;

S14、钢筋混凝土施做S14. Reinforced concrete construction

在异形结构的铝模板面板2和铝合金肋板6完成上述S6,现场进行异形结构铝模板面板2整体尺寸复核及加固,确定拼装完成后的精度以及各项截面尺寸与原设计施工图一致,满足设计要求后施做混凝土;The above S6 is completed on the aluminum formwork panel 2 and the aluminum alloy rib plate 6 of the special-shaped structure, and the overall size of the aluminum formwork panel 2 of the special-shaped structure is reviewed and reinforced on site, and the accuracy after the assembly is completed and the dimensions of each section are consistent with the original design and construction drawings. Concrete is applied after meeting the design requirements;

S15、成型养护S15, molding maintenance

当混凝土强度确保异形结构表面及棱角不受损伤时(本实施例混凝土浇筑达到约10MPa),拆除底模板和侧模,支撑杆需在至少21天后再进行拆除,使异形结构底部有足够的支撑反力,满足异形结构的强度增长,使之最后成型满足设计要求。When the strength of the concrete ensures that the surface and edges of the special-shaped structure are not damaged (the concrete pouring in this example reaches about 10MPa), the bottom formwork and side formwork shall be removed, and the support rod shall be removed after at least 21 days, so that the bottom of the special-shaped structure has sufficient support The reaction force can meet the strength growth of the special-shaped structure, so that the final shape can meet the design requirements.

请参照图3,上述步骤S3中提到的铝合金模板包括沿异形结构外轮廓1设置的多个相同的铝模板面板2,多个铝模板面板2在异形结构外轮廓1的表面呈铺设状,铝模板面板2呈弧形的方形板状,其弯曲的弧度与异形结构外轮廓1相匹配,铝模板面板2的四条边缘处连接有铝合金肋板6,四个铝合金肋板6相互连接形成四边形的框状,铝模板面板2贴覆在异形结构的外轮廓表面时,铝合金肋板6分别将单个的铝模板面板2围绕连接在中部,且铝合金肋板6与铝模板面板2的连接处位于铝模板面板2的边缘处,本实施例的铝合金肋板6与铝模板面板2为一体成型,多个铝模板面板2拼接连接在异形结构的外轮廓表面,相邻铝模板面板2通过螺栓穿过铝合金肋板6的螺栓连接孔5连接,并使用销钉、销片进行固定,本实施例通过铝合金模板的拼接,提高了拼接的精度,周转效率较高,提高了安全性和增加了施工便捷性。Please refer to FIG. 3 , the aluminum alloy formwork mentioned in the above step S3 includes a plurality of identical aluminum formwork panels 2 arranged along the outer contour 1 of the special-shaped structure, and the plurality of aluminum formwork panels 2 are laid on the surface of the outer contour 1 of the special-shaped structure. , the aluminum formwork panel 2 is in the shape of an arc-shaped square plate, and its curvature matches the outer contour 1 of the special-shaped structure. The four edges of the aluminum formwork panel 2 are connected with aluminum alloy ribs 6, and the four aluminum alloy ribs 6 are mutually The connection forms a quadrilateral frame shape. When the aluminum formwork panel 2 is attached to the outer contour surface of the special-shaped structure, the aluminum alloy rib 6 surrounds and connects the single aluminum formwork panel 2 in the middle, and the aluminum alloy rib 6 and the aluminum formwork panel. 2 is located at the edge of the aluminum formwork panel 2. The aluminum alloy rib 6 and the aluminum formwork panel 2 in this embodiment are integrally formed. The formwork panels 2 are connected by bolts through the bolt connection holes 5 of the aluminum alloy rib plate 6, and are fixed by pins and pins. In this embodiment, the splicing of the aluminum alloy formwork improves the accuracy of splicing, the turnover efficiency is high, and the Improve safety and increase the convenience of construction.

多个铝模板面板2贴覆连接在异形结构的外轮廓表面,铝模板面板2呈方形,铝模板面板2的四边缘处连接设置有铝合金肋板6,四个铝合金肋板6分别呈长方形,铝合金肋板6的设置方向朝向异形结构的外侧,使得铝模板面板2仅有一面贴在异形结构的表面,异形结构具有两个位置相对的侧面,多个铝模板面板2分别贴覆在异形结构两侧的外轮廓面,贴覆后,相邻铝模板面板2通过铝合金肋板6拼接连接,铝合金肋板6设置有连通两侧的螺栓连接孔5,相邻铝模板面板2的位置相对的铝合金肋板6之间通过使用螺栓穿过螺栓连接孔5而固定,这样多个铝模板面板2连接并沿异形结构外轮廓1面分布。A plurality of aluminum formwork panels 2 are attached to the outer contour surface of the special-shaped structure, the aluminum formwork panels 2 are square, and four edges of the aluminum formwork panel 2 are connected with aluminum alloy rib plates 6, and the four aluminum alloy rib plates 6 are respectively in the shape of a square. Rectangular, the setting direction of the aluminum alloy rib 6 faces the outside of the special-shaped structure, so that only one side of the aluminum formwork panel 2 is attached to the surface of the special-shaped structure, the special-shaped structure has two opposite sides, and a plurality of aluminum formwork panels 2 are respectively covered On the outer contour surfaces on both sides of the special-shaped structure, after being pasted, the adjacent aluminum formwork panels 2 are spliced and connected by aluminum alloy rib plates 6, and the aluminum alloy rib plates 6 are provided with bolt connection holes 5 connecting both sides. The adjacent aluminum formwork panels The aluminum alloy ribs 6 at opposite positions are fixed by using bolts through the bolt connection holes 5, so that a plurality of aluminum formwork panels 2 are connected and distributed along the outer contour 1 of the special-shaped structure.

铝合金肋板6设置有两个相间隔的螺栓连接孔5,共设置有八个螺栓连接孔5并围绕设置在铝模板面板2的四个铝合金肋板6,八个螺栓连接孔5呈对称设置,相邻铝模板面板2之间通过螺栓连接孔5拼接且相邻铝合金肋板6之间具有拼缝位置3,拼缝位置3为相邻铝合金肋板6之间的连接位置,相邻铝合金肋板6的连接使得拼缝位置3为无角度的缝隙面,铝模板面板2和铝合金肋板6之间具有面板与肋板夹角4,面板与肋板夹角4的角度范围为80°至100°,本实施例的面板与肋板夹角4的角度为异形结构外轮廓1面形成角度的一半,即是88°,相邻铝合金肋板6之间形成的拼缝位置3为缝隙面,以适应不同弧度的异形结构外轮廓1。The aluminum alloy rib plate 6 is provided with two spaced apart bolt connection holes 5, and a total of eight bolt connection holes 5 are arranged around the four aluminum alloy rib plates 6 arranged on the aluminum formwork panel 2. Symmetrically arranged, the adjacent aluminum formwork panels 2 are spliced through bolt connection holes 5 and there is a seam position 3 between adjacent aluminum alloy rib plates 6, and the seam position 3 is the connection position between the adjacent aluminum alloy rib plates 6 , the connection of the adjacent aluminum alloy ribs 6 makes the seam position 3 an angular gap surface, the aluminum formwork panel 2 and the aluminum alloy rib 6 have an angle 4 between the panel and the rib, and the angle 4 between the panel and the rib The angle ranges from 80° to 100°. The angle 4 between the panel and the rib in this embodiment is half of the angle formed by the outer contour 1 of the special-shaped structure, that is, 88°. The angle formed between the adjacent aluminum alloy ribs 6 The seam position 3 is the gap surface to adapt to the outer contour 1 of the special-shaped structure with different radians.

综上所述,本发明实例通过将多个铝模板面板铺设在异形结构外轮廓,形成适用于异形结构成型的模板结构,通过铝合金肋板将相邻铝模板面板进行装配连接,通过面板与肋板夹角的设置,使得铝模板面板和铝合金肋板能够形成相互匹配的缝隙,以适应不同弧度的异形结构外轮廓;该方法能够提高异形结构外轮廓的贴覆模板的拼接精度,提高周转效率,并使得施工捷性高、拼装精度高、文明施工程度高、成型质量高、安全性高。To sum up, in the example of the present invention, a plurality of aluminum formwork panels are laid on the outer contour of the special-shaped structure to form a formwork structure suitable for forming a special-shaped structure, and the adjacent aluminum formwork panels are assembled and connected by aluminum alloy ribs, The setting of the included angle of the rib plate enables the aluminum formwork panel and the aluminum alloy rib plate to form matching gaps to adapt to the outer contour of the special-shaped structure with different radians; The turnover efficiency is high, and the construction agility, high assembly precision, high civilized construction level, high molding quality and high safety are achieved.

本说明书描述了本发明的实施例的示例,并不意味着这些实施例说明并描述了本发明的所有可能形式。本领域的普通技术人员将会意识到,这里所述的实施例是为了帮助读者理解本发明的原理,应被理解为本发明的保护范围并不局限于这样的特别陈述和实施例。本领域的普通技术人员可以根据本发明公开的这些技术启示做出各种不脱离本发明实质的其它各种具体变形和组合,这些变形和组合仍然在本发明的保护范围内。This specification describes examples of embodiments of the invention, and is not meant to illustrate and describe all possible forms of the invention. Those of ordinary skill in the art will appreciate that the embodiments described herein are intended to assist readers in understanding the principles of the present invention, and it should be understood that the scope of the present invention is not limited to such specific statements and embodiments. Those skilled in the art can make various other specific modifications and combinations without departing from the essence of the present invention according to the technical teachings disclosed in the present invention, and these modifications and combinations still fall within the protection scope of the present invention.

Claims (10)

1. The construction method of the aluminum alloy template suitable for forming the special-shaped structure is characterized by comprising the following steps of:
s1 examination drawing of original design construction drawing
Rechecking the elevation, the size, the axis displacement, the size of the reinforcing bars and the relative position relation with the main body structure of the special-shaped structure on the original design construction drawing, and combining the original structure construction drawing and the building construction drawing by using AutoCAD to determine whether a reserved hole exists or not so as to unify the design depth of the structure construction drawing and the building construction drawing;
s2 optimizing special-shaped knot
On the basis of the determined original construction drawing, further extracting the overall size of the special-shaped structure, the curvature, the gradual change form and the radius of the outer contour of the special-shaped structure, and determining the curvature relation of the special-shaped structure according to the combination of various elements;
s3 deepened design of special-shaped structure
Auto CAD software was used to perform 1: 1 lofting and reducing, dividing the special-shaped structure by using the principle of a circle cutting method, wherein the length of the side of each section of the inscribed polygon is the arc length L during dividing the special-shaped structure1The length of each section of the special-shaped structure is the chord length L2The distance between the middle part of each section of the inscribed multi-deformation side and the arc section of the special-shaped structure is the delta h arc length and chord length difference value, whether the division is fine or not is judged according to the delta h arc length and chord length difference value, the finer the division is, the closer the arc line approaches to the chord, therefore, by adopting the method of direct bending, the curved surface of the special-shaped structure is divided into a plurality of planes, and then the planes are spliced into curved surfaces (cambered surface → plane → cambered surface), the relevant blanking size of the aluminum alloy template panel can be determined according to the chord length data, and meanwhile, the die matching design of aluminum alloy rib plate reinforcement is carried out according to the aluminum alloy template;
s4 numerical simulation precision rechecking
Fitting the single divided curved surface element in a building model software including but not limited to Revit by combining the integral size and curvature change of the special-shaped structure, and determining whether the length between the aluminum alloy rib plate and the aluminum template panel and the included angle of the rib plate meet the curvature change of the special-shaped structure;
s5, blanking of template
After numerical simulation precision rechecking, under the condition that the precision of the curved surface elements of all the single aluminum template panels meets the assembly requirement, directly determining the blanking length of the aluminum template panels according to the length of the single curved surface during blanking;
s6, welding, assembling and forming single template
Carrying out reinforcement design after blanking of a single aluminum template panel, determining bolt connecting holes, middle reinforced aluminum alloy rib plates and side aluminum alloy rib plates which are connected through pins, and welding the three parts and the aluminum template panel to form a single aluminum template panel into an organic whole;
s7, module integral assembling trial
After all the single aluminum formwork panels are assembled and welded, the whole aluminum formwork panels are assembled in a whole trial mode by combining the whole size of the special-shaped structure, whether fitting in S4 is feasible or not is demonstrated, whether the included angle between the rib plates and the panels and curvature change meet design requirements or not is determined, and if not, the method returns to S4 to modify.
2. The construction method of the aluminum alloy formwork applicable to the forming of the special-shaped structure as claimed in claim 1, wherein the steps further comprise:
s8, acceptance inspection of approach
Inspecting the panel materials, structural parts, sizes and the like of the aluminum template with the special-shaped structure entering a construction site according to the requirements specified by relevant standards, and confirming whether the product is qualified or not;
s9, temporary support and on-site template implementation assembly
And after the S7 meets the design, the aluminum formwork panel and the aluminum alloy rib plate can be transported to a construction site for assembly.
3. The construction method of the aluminum alloy formwork applicable to the forming of the special-shaped structure as claimed in claim 2, wherein the steps further comprise:
s10, bottom die installation
Mounting according to the design requirements of a die matching diagram, and strictly controlling the elevation of the aluminum template panel as a bottom die in the mounting process of the aluminum template panel;
s11, side die installation
After the bottom die is installed, the outer side die is installed in place, and after the aluminum alloy rib plate serving as the outer side die is installed in place, the fixing construction of pins and pin pieces is carried out;
s12, rechecking and reinforcing
The geometric dimension rechecking is carried out after the special-shaped structure aluminum formwork panel is installed, key parts are reinforced, and displacement is prevented when concrete is applied.
4. The construction method of the aluminum alloy formwork applicable to the forming of the special-shaped structure as claimed in claim 3, wherein the steps further comprise:
s13, checking and accepting;
s14 construction of reinforced concrete
Completing the S6 on the aluminum formwork panel and the aluminum alloy rib plate with the special-shaped structure, performing on-site rechecking and reinforcing of the overall size of the aluminum formwork panel with the special-shaped structure, determining that the assembled precision and the sizes of various sections are consistent with the original design construction drawing, and applying concrete after the design requirements are met;
s15, molding and maintaining
When the concrete strength ensures that the surface and the edges of the special-shaped structure are not damaged, the bottom template and the side mold are disassembled, the supporting rods are required to be disassembled at least 21 days later, so that the bottom of the special-shaped structure has enough supporting counter force, the strength of the special-shaped structure is increased, and the final forming of the special-shaped structure meets the design requirements.
5. The method as claimed in claim 1, wherein the aluminum alloy form in S3 includes a plurality of aluminum form panels disposed along an outer contour of the special-shaped structure, adjacent aluminum form panels are spliced together and have a splice position, aluminum alloy ribs are connected to four edges of the aluminum form panels, the aluminum alloy ribs face the outer side of the special-shaped structure, the aluminum alloy ribs are provided with bolt connection holes communicating two sides, and the aluminum alloy ribs facing opposite positions of the adjacent aluminum form panels are fixed by bolts penetrating through the bolt connection holes, so that the aluminum form panels are connected and distributed along the outer contour of the special-shaped structure.
6. The method for constructing the aluminum alloy formwork for forming the special-shaped structure as claimed in claim 5, wherein an included angle between the panel of the aluminum formwork and the rib plate of the aluminum alloy formwork is 80-100 degrees.
7. The construction method of the aluminum alloy formwork applicable to forming of the special-shaped structure as claimed in claim 6, wherein the included angle between the panel and the rib plate is half of the included angle of the outer contour surface of the special-shaped structure, and the abutted seam position formed between the adjacent aluminum alloy rib plates is a seam surface so as to adapt to the outer contour of the special-shaped structure with different radians.
8. The method as claimed in claim 6, wherein the aluminum alloy rib plates are provided with at least two bolt connecting holes, and the bolt connecting holes are symmetrically arranged on four aluminum alloy rib plates surrounding the aluminum formwork panel.
9. The method as claimed in claim 6, wherein a plurality of the aluminum form panels are attached to the outer contour surface of the profiled structure.
10. The method for constructing an aluminum alloy formwork for forming a special-shaped structure as claimed in claim 7, wherein the adjacent aluminum alloy rib plates are connected through the bolt connecting holes and then fixed by using pins and pin pieces.
CN202010385270.4A 2020-05-09 2020-05-09 A kind of construction method of aluminum alloy formwork suitable for special-shaped structure forming Pending CN111779259A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152224A (en) * 2021-04-27 2021-07-23 上海奥建道路设施技术有限公司 Method for making curved surface of steel mould for paving of integral crossing
CN114319714A (en) * 2022-01-19 2022-04-12 中冶天工集团有限公司 Special-shaped building structure standard disassembly-free template and manufacturing method and transportation method thereof

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Publication number Priority date Publication date Assignee Title
EP0321006A2 (en) * 1987-12-18 1989-06-21 Symons Corporation Concrete forming system for curved walls
CN203905966U (en) * 2014-06-13 2014-10-29 宋仲华 Lining mold used for at-one-time concrete pouring of tunnel inverted arch structure
CN104631819A (en) * 2015-03-06 2015-05-20 上海建工五建集团有限公司 Template system of arc-shaped facade arch-shaped concrete door beam and erection method of template system
CN107590334A (en) * 2017-09-11 2018-01-16 中国人民解放军63926部队 A kind of complex object stay in place form construction method
CN212613707U (en) * 2020-05-09 2021-02-26 中建地下空间有限公司 Aluminum alloy template suitable for special-shaped structure forming

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0321006A2 (en) * 1987-12-18 1989-06-21 Symons Corporation Concrete forming system for curved walls
CN203905966U (en) * 2014-06-13 2014-10-29 宋仲华 Lining mold used for at-one-time concrete pouring of tunnel inverted arch structure
CN104631819A (en) * 2015-03-06 2015-05-20 上海建工五建集团有限公司 Template system of arc-shaped facade arch-shaped concrete door beam and erection method of template system
CN107590334A (en) * 2017-09-11 2018-01-16 中国人民解放军63926部队 A kind of complex object stay in place form construction method
CN212613707U (en) * 2020-05-09 2021-02-26 中建地下空间有限公司 Aluminum alloy template suitable for special-shaped structure forming

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152224A (en) * 2021-04-27 2021-07-23 上海奥建道路设施技术有限公司 Method for making curved surface of steel mould for paving of integral crossing
CN114319714A (en) * 2022-01-19 2022-04-12 中冶天工集团有限公司 Special-shaped building structure standard disassembly-free template and manufacturing method and transportation method thereof

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Application publication date: 20201016