WO2020087702A1 - 一种建筑模板 - Google Patents

一种建筑模板 Download PDF

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Publication number
WO2020087702A1
WO2020087702A1 PCT/CN2018/122587 CN2018122587W WO2020087702A1 WO 2020087702 A1 WO2020087702 A1 WO 2020087702A1 CN 2018122587 W CN2018122587 W CN 2018122587W WO 2020087702 A1 WO2020087702 A1 WO 2020087702A1
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Prior art keywords
support portion
height
building template
building
side plate
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PCT/CN2018/122587
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English (en)
French (fr)
Inventor
杨桂生
乐俊
孙欢欢
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上海杰事杰新材料(集团)股份有限公司
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Publication of WO2020087702A1 publication Critical patent/WO2020087702A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements

Definitions

  • the invention relates to a building template.
  • the building template includes a base plate and a frame structure, one side of the base plate is in contact with concrete, and the frame structure is fixedly arranged on the other side of the base plate.
  • the frame structure is used to increase the structural strength of the building template to avoid deformation when the base plate squeezes the concrete.
  • the frame structure has a certain height in the direction perpendicular to the base plate. This height is used to ensure the structural strength of the building template. However, this height also increases the space occupied by the building template, resulting in stacking during storage and transportation. The space occupied when the building template is placed is large, thereby increasing the storage and transportation costs of the building template.
  • the object of the present invention is to provide a building template which has the advantages of low storage and transportation costs.
  • the building template for achieving the purpose includes a base plate and a frame structure, the base plate has a first face and a second face, the first face and the second face are located on both sides of the base plate, respectively, wherein The first surface is used for contact with concrete, and the frame structure is fixedly arranged on the second surface;
  • the frame structure includes a first side plate, a second side plate, and a corner support structure; the corner support structure has a first support portion and a second support portion; one end of the first support portion and the first side plate Is connected to one end of the second support portion, and one end of the second support portion is connected to one end of the second side plate;
  • the height of the first support portion is lower than the height of the first side plate, and / or the height of the second support portion is lower than the height of the second side plate;
  • one of the first side panel and the second side panel of one building template and the other of the first side panel and the second side of the building template The side plates are separately arranged so that the first support portion of the corner support structure of one of the building templates and the second support portion of the corner support structure of the other of the building templates are along the The height directions of the building templates are offset, thereby reducing the height occupied by the two stacked building templates.
  • the number of the first side plates is two and are arranged oppositely, the number of the second side plates is two and are arranged oppositely; two of the first side plates and two of the first The two side plates define a quadrilateral; the number of the corner supporting structures is at least two, and the two corner supporting structures are respectively disposed at two ends of a diagonal line of the quadrilateral.
  • the quadrilateral is rectangular.
  • the number of the corner support structures is four, and the four corner support structures are respectively disposed at two ends of two diagonal lines of the quadrangle.
  • the corner support structure further has a connecting portion, and the connecting portion is provided at a junction where the first side plate and the second side plate extend;
  • the other end of the first support portion is connected to the connection portion, and the other end of the second support portion is connected to the connection portion.
  • the height of the first support portion is equal to the height of the second support portion
  • the height of the first side plate is equal to the height of the second side plate
  • the height of the connection portion is equal to the height of the first support portion and also equal to the height of the second support portion.
  • the corner support structure further has a third support portion
  • the third support portion is connected inside the first support portion and the second support portion, and protrudes from the inner walls of the first side plate and the second side plate; on the base plate, The height of the third support portion is equal to the height of the connection portion;
  • the third support portion of the corner support structure of one building template and the first support portion of the corner support structure of another building template , The second support portion and the connecting portion are offset along the height direction of the building template.
  • the frame structure further includes ribs
  • the ribs of one building template and the ribs of the other building template are offset.
  • the substrate and the frame structure are integrally formed by an injection molding process.
  • the positive progress effect of the present invention is that when two building templates provided by the present invention are stacked and stacked, the first support portion of the corner support structure of one of the building templates and the second support portion of the corner support structure of the other building template
  • the height direction of the building template is in opposition, and the height of the first support portion is lower than the height of the first side plate, and / or the height of the second support portion is lower than the height of the second side plate, which makes two stacked building templates
  • the occupied height is reduced (less than the height of two base plates plus two first side plates or two second side plates), so the building template provided by the present invention has the advantages of low storage and transportation costs.
  • Figure 1 is a schematic diagram of the building template
  • FIG. 2 is an enlarged view at A in FIG. 1;
  • Figure 3 is a schematic diagram of two building templates in Figure 1 stacked;
  • FIG. 4 is an enlarged view at B in FIG. 3;
  • FIG. 5 is an enlarged view at C in FIG. 3;
  • FIG. 6 is an enlarged view at D in FIG. 3;
  • FIG. 7 is a schematic diagram of two building templates in FIG. 1 stacked and placed, showing only one end of the building template;
  • FIG. 8 is an enlarged view at E in FIG. 7;
  • FIG. 9 is an enlarged view of F in FIG. 7;
  • FIG. 10 is a schematic diagram of the four building templates in FIG. 1 spliced
  • FIG. 11 is an enlarged view at G in FIG. 10;
  • Fig. 12 is a schematic diagram of the relative arrangement of the two building templates in Fig. 1.
  • the first feature described later in the specification is distributed in the second feature, and may include an embodiment in which the first and second features are distributed by direct contact, or may include an additional feature formed between the first and second features. Implementation, so that there is no direct connection between the first and second features.
  • reference signs and / or letters may be repeated in different examples. This repetition is for brevity and clarity, and does not itself represent the relationship between the embodiments and / or structures to be discussed.
  • first element when the first element is described as being connected or combined with the second element, the description includes an embodiment where the first and second elements are directly connected or combined with each other, and also includes the addition of one or more other intervening elements.
  • the first and second elements are indirectly connected or combined with each other.
  • FIGS. 1 to 12 are only examples, which are not drawn according to the conditions of equal scale, and should not be taken as a limitation to the protection scope actually required by the present invention.
  • the building template 900 includes a substrate 1 and a frame structure 2, the substrate 1 has a first surface 1a and a second surface 1b, the first surface 1a and the second surface 1b are located on both sides of the substrate 1, wherein, the first The surface 1a is used for contacting with concrete, and the frame structure 2 is fixedly arranged on the second surface 1b.
  • the frame structure 2 can increase the structural strength of the building template 900, so as not to deform when the base plate 1 squeezes the concrete.
  • the two building templates 900 are arranged oppositely, that is, the first surfaces 1 a of the two base plates 1 are arranged oppositely, and a concrete pouring space is defined. Concrete is poured into the pouring space, and the two building templates 900 are tightened by the back face 800 and the pull bolt assembly 700 to fix the concrete into a prescribed shape and size.
  • a plurality of building templates 900 may be spliced to form a larger concrete pouring space.
  • the specific splicing method will be described later.
  • the frame structure 2 includes a first side plate 21, a second side plate 22, and a corner support structure 23;
  • the corner support structure 23 has a first support portion 231 and a second support portion 232;
  • One end of the first support portion 231 is connected to one end of the first side plate 21, and one end of the second support portion 232 is connected to one end of the second side plate 22;
  • the height h1 of the first support portion 231 is lower than the first
  • the height H1 of the side plate 21 and / or the height h2 of the second support portion 232 is lower than the height H2 of the second side plate 22;
  • one of the first side plates of the building template 900 21 and the second side plate 22 are offset from the first side plate 21 and the second side plate 22 of another building template 900, so that the first support portion 231 of the corner support structure 23 of one building template 900 and the other The second support portion 232 of the corner support structure 23 of the building template
  • two stacked building templates 900 are stacked, and two first side plates 21 that are misaligned are located in the height direction of the building template 900 ( That is, the direction perpendicular to the substrate 1) at least partially overlaps, and the two second side plates 22 disposed at least partially overlap in the height direction of the building template 900, which makes the stacked two building templates 900 occupy less height Add two first side plates 21 or two second side plates 22 to the two substrates 1.
  • the height occupied by the two stacked building templates 900 is the height of two substrates 1 plus two first support parts 231 or two second support parts 232.
  • the height h1 of the first support portion 231 is equal to the height h2 of the second support portion 232, and the height H1 of the first side plate 21 is equal to the second side The height H2 of the plate 22.
  • the number of the first side plates 21 is two and arranged oppositely, and the number of the second side plates 22 is two and arranged oppositely; two first side plates 21 and two second side plates 22 define A quadrilateral is formed; the number of corner support structures 23 is at least two, and the two corner support structures 23 are respectively disposed at two ends of a diagonal line of the quadrilateral.
  • the quadrilateral is rectangular.
  • the number of corner support structures 23 is four, and the four corner support structures 23 are respectively disposed at two ends of two diagonal lines of the quadrangle. This solution makes it unnecessary to consider the direction when stacking the building templates 900.
  • the corner support structure 23 further has a connecting portion 230 that is provided at the intersection where the first side plate 21 and the second side plate 22 extend; the first support The other end of the portion 231 is connected to the connection portion 230, and the other end of the second support portion 232 is connected to the connection portion 230.
  • This solution connects the first support portion 231 and the second support portion 232 as a whole, which increases the strength of the frame structure 2.
  • the height h0 of the connection part 230 is equal to the height h1 of the first support part 231 and also equal to the height h2 of the second support part 232.
  • the corner support structure 23 also has a third support portion 233; the third support portion 233 is connected inside the first support portion 231 and the second support portion 232 and protrudes from the first side plate 21 And the inner wall of the second side panel 22; on the base plate 1, the height of the third support portion 233 is equal to the height h0 of the connection portion 230; for two building templates 900 stacked, one of the corner support structures 23 of the building template 900
  • the third support portion 233 and the first support portion 231, the second support portion 232 and the connection portion 230 of the corner support structure 23 of another building template 900 are offset along the height direction of the building template 900. This solution enables the four corners of the building template 900 on the upper side to be supported.
  • the first support portion 231 of the corner support structure 23 of the building template 900 on the upper side is supported by the second support portion 232 of the corner support structure 23 of the building template 900 on the lower side .
  • the first support portion 231, the second support portion 232 and the connection portion 230 of the corner support structure 23 of the building template 900 located on the upper side are separated by the corner support structure 23 of the building template 900 located on the lower side
  • the third support portion 233 supports; at D in FIG. 3, the second support portion 232 of the corner support structure 23 of the building formwork 900 located on the upper side is supported by the first support of the corner support structure 23 of the building formwork 900 located on the lower side Supported by 231.
  • the third support portion 233 of the corner support structure 23 of the building formwork 900 on the upper side is replaced by the first support portion 231,
  • the two supporting portions 232 and the connecting portion 230 are supported, so that the four corners of the building template 900 located on the upper side can be supported.
  • the first side plate 21 and the second side plate 22 are provided with connecting through holes 2a, and the two connecting through holes 2a located at the corresponding positions of the two building templates 900 are used for being worn by the same fastener After that, the two building templates 900 are spliced together.
  • the substrate 1 and the frame structure 2 are integrally formed by an injection molding process.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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Abstract

一种建筑模板，包括基板（1）和框架结构（2），框架结构（2）包括第一侧板（21）、第二侧板（22）和转角支撑结构（23）；转角支撑结构（23）具有第一支撑部（231）和第二支撑部（232）；第一支撑部（231）的一端与第一侧板（21）的一端连接，第二支撑部（232）的一端与第二侧板（22）的一端连接；在基板（1）上，第一支撑部（231）的高度低于第一侧板（21）的高度，和/或第二支撑部（232）的高度低于第二侧板（22）的高度；对于堆叠放置的两块建筑模板，其中一块建筑模板的第一侧板（21）和第二侧板（22）与另外一块建筑模板的第一侧板（21）和第二侧板（22）分别错位设置，以使其中一块建筑模板的转角支撑结构（23）的第一支撑部（231）与另外一块建筑模板的转角支撑结构（23）的第二支撑部（232）沿建筑模板的高度方向相抵，从而减少堆叠放置的两块建筑模板所占用的高度。

Description

一种建筑模板 技术领域
本发明涉及一种建筑模板。
背景技术
建筑模板广泛使用在钢筋混凝土建筑施工中。在施工过程中，两块建筑模板间隔一定距离平行且相对设置，混凝土浇灌到两块建筑模板之间的空间中，两块建筑模板用对拉螺栓拉紧，以将该混凝土固定为规定的形态和尺寸。
建筑模板包括基板和框架结构，基板的一面与混凝土接触，框架结构固定设置在基板的另一面上。框架结构用于提高建筑模板的结构强度，以免基板挤压混凝土时发生变形。
框架结构在垂直于基板的方向上具有一定的高度，这一高度用来保证建筑模板的结构强度，然而这一高度也增加了建筑模板所占用的空间，导致在储藏和运输的过程中，堆叠放置建筑模板时占用的空间较大，从而增加了建筑模板的储藏和运输成本。
发明内容
本发明的目的在于提供一种建筑模板，该建筑模板具有储藏和运输成本低的优点。
为实现所述目的的建筑模板，包括基板和框架结构，所述基板具有第一面和第二面，所述第一面和所述第二面分别位于所述基板的两侧，其中，所述第一面用于与混凝土接触，所述框架结构固定设置在所述第二面上；
所述框架结构包括第一侧板、第二侧板和转角支撑结构；所述转角支撑结构具有第一支撑部和第二支撑部；所述第一支撑部的一端与所述第一侧板的一端连接，所述第二支撑部的一端与所述第二侧板的一端连接；
在所述基板上，所述第一支撑部的高度低于所述第一侧板的高度，和/或所述第二支撑部的高度低于所述第二侧板的高度；
对于堆叠放置的两块所述建筑模板，其中一块所述建筑模板的所述第一侧板和所述第二侧板与另外一块所述建筑模板的所述第一侧板和所述第二侧板分别错位设置，以使其中一块所述建筑模板的所述转角支撑结构的所述第一支撑部与另外一块所述建筑模板的所述转角支撑结构的所述第二支撑部沿所述建筑模板的高度方向相抵，从而减少堆叠放置的两块所述建筑模板所占用的高度。
在一个实施例中，所述第一侧板的数量为两个且相对设置，所述第二侧板的数量为两个且相对设置；两个所述第一侧板和两个所述第二侧板限定出一个四边形；所述转角支撑结构的数量至少为两个，两个所述转角支撑结构分别设置在所述四边形的一条对角线的两端。
在一个实施例中，所述四边形为矩形。
在一个实施例中，所述转角支撑结构的数量为四个，四个所述转角支撑结构分别设置在所述四边形的两条对角线各自的两端。
在一个实施例中，所述转角支撑结构还具有连接部，所述连接部设置在所述第一侧板和所述第二侧板延伸的交汇处；
所述第一支撑部的另一端与所述连接部连接，所述第二支撑部的另一端与所述连接部连接。
在一个实施例中，在所述基板上，所述第一支撑部的高度等于所述第二支撑部的高度，并且所述第一侧板的高度等于所述第二侧板的高度。
在一个实施例中，在所述基板上，所述连接部的高度等于所述第一支撑部的高度，还等于所述第二支撑部的高度。
在一个实施例中，所述转角支撑结构还具有第三支撑部；
所述第三支撑部连接在所述第一支撑部和所述第二支撑部的内侧，并且凸出于所述第一侧板和所述第二侧板的内壁；在所述基板上，所述第三支撑部的高度等于所述连接部的高度；
对于堆叠放置的两块所述建筑模板，其中一块所述建筑模板的所述转角支撑结构的所述第三支撑部与另外一块所述建筑模板的所述转角支撑结构的所述第一支撑部、所述第二支撑部和所述连接部沿所述建筑模板的高度方向相抵。
在一个实施例中，所述框架结构还包括肋板；
对于堆叠放置的两块所述建筑模板，其中一块所述建筑模板的所述肋板与另外一块所述建筑模板的所述肋板错位设置。
在一个实施例中，所述基板和所述框架结构通过注塑工艺一体成型。
本发明的积极进步效果在于：在堆叠放置两块本发明提供的建筑模板时，由于其中一块建筑模板的转角支撑结构的第一支撑部与另外一块建筑模板的转角支撑结构的第二支撑部沿建筑模板的高度方向相抵，并且第一支撑部的高度低于第一侧板的高度，和/或第二支撑部的高度低于第二侧板的高度，这使得堆叠放置的两块建筑模板所占用的高度减少(少于两块基板加两块第一侧板或两块第二侧板的高度)，因而本发明提供的建筑模板具有储藏和运输成本低的优点。
附图说明
本发明的上述的以及其他的特征、性质和优势将通过下面结合附图和实施例的描述而变得更加明显，其中：
图1为建筑模板的示意图；
图2为图1中A处的放大图；
图3为两块图1中的建筑模板堆叠放置的示意图；
图4为图3中B处的放大图；
图5为图3中C处的放大图；
图6为图3中D处的放大图；
图7为两块图1中的建筑模板堆叠放置的示意图，只显示了建筑模板的一端；
图8为图7中E处的放大图；
图9为图7中F处的放大图；
图10为四块图1中的建筑模板拼接的示意图；
图11为图10中G处的放大图；
图12两块图1中的建筑模板相对设置的示意图。
具体实施方式
下述公开了多种不同的实施的主题技术方案的实施方式或者实施例。为简化公开内容，下面描述了各元件和排列的具体实例，当然，这些仅仅为例子而已，并非是对本发明的保护范围进行限制。例如在说明书中随后记载的第一特征在第二特征分布，可以包括第一和第二特征通过直接联系的方式分布的实施方式，也可包括在第一和第二特征之间形成附加特征的实施方式，从而第一和第二特征之间可以不直接联系。另外，这些内容中可能会在不同的例子中重复附图标记和/或字母。该重复是为了简要和清楚，其本身不表示要讨论的各实施方式和/或结构间的关系。进一步地，当第一元件是用与第二元件相连或结合的方式描述的，该说明包括第一和第二元件直接相连或彼此结合的实施方式，也包括采用一个或多个其他介入元件加入使第一和第二元件间接地相连或彼此结合。
需要注意的是，图1至图12均仅作为示例，其并非是按照等比例的条件绘制的，并且不应该以此作为对本发明实际要求的保护范围构成限制。
首先参考图12，建筑模板900包括基板1和框架结构2，基板1具有第一面1a和第二面1b，第一面1a和第二面1b分别位于基板1的两侧，其中，第一面1a用于与混凝土接触，框架结构2固定设置在第二面1b上。框架结构2能增加建筑模板900的结构强度，以免基板1挤压混凝土时发生变形。
继续参考图12，两块建筑模板900相对设置，即两个基板1的第一面1a相对设置，限定出混凝土的浇灌空间。混凝土浇灌到该浇灌空间中，两块建筑模板900通过背楞800和对拉螺栓组件700拉紧，以将该混凝土固定为规定的形态和尺寸。
对于面积较大的混凝土构件的浇灌成形作业，可如图10所示，将多个建 筑模板900拼接，以用于形成较大的混凝土的浇灌空间。具体的拼接方式将在后文描述。
对于大型建筑工程，其需要的建筑模板900的数量较多，为减少建筑模板900的储藏和运输成本，有必要减少建筑模板900堆叠放置时占用的空间。
为减少建筑模板900堆叠放置时占用的空间，框架结构2包括第一侧板21、第二侧板22和转角支撑结构23；转角支撑结构23具有第一支撑部231和第二支撑部232；第一支撑部231的一端与第一侧板21的一端连接，第二支撑部232的一端与第二侧板22的一端连接；在基板1上，第一支撑部231的高度h1低于第一侧板21的高度H1，和/或第二支撑部232的高度h2低于第二侧板22的高度H2；对于堆叠放置的两块建筑模板900，其中一块建筑模板900的第一侧板21和第二侧板22与另外一块建筑模板900的第一侧板21和第二侧板22分别错位设置，以使其中一块建筑模板900的转角支撑结构23的第一支撑部231与另外一块建筑模板900的转角支撑结构23的第二支撑部232沿建筑模板900的高度方向相抵，从而减少堆叠放置的两块建筑模板900所占用的高度，进而减少了建筑模板900堆叠放置时占用的空间。
在上述实施中，如图3、4、5、6、7、8、9所示，堆叠放置的两块建筑模板900，错位设置的两块第一侧板21在建筑模板900的高度方向(即垂直于基板1的方向)至少有部分重合，错位设置的两块第二侧板22在建筑模板900的高度方向至少有部分重合，这使得堆叠放置的两块建筑模板900所占用的高度少于两块基板1加两块第一侧板21或两块第二侧板22的高度。
堆叠放置的两块建筑模板900所占用的高度为两块基板1加两块第一支撑部231或两块第二支撑部232的高度。
在一个更具体的实施例中，如图2、5、11所示，第一支撑部231的高度h1等于第二支撑部232的高度h2，并且第一侧板21的高度H1等于第二侧板22的高度H2。
如图1所示，第一侧板21的数量为两个且相对设置，第二侧板22的数量为两个且相对设置；两个第一侧板21和两个第二侧板22限定出一个四边形；转角支撑结构23的数量至少为两个，两个转角支撑结构23分别设置在四边形 的一条对角线的两端。这一方案保证第一侧板21的数量为两个且第二侧板22的数量为两个时，位于上侧的建筑模板900能够被下侧的建筑模板900水平支撑。
在一个更具体的实施例中，四边形为矩形。
继续参考图1，转角支撑结构23的数量为四个，四个转角支撑结构23分别设置在四边形的两条对角线各自的两端。这一方案使得在堆叠放置建筑模板900时无需考虑方向。
如图2、5、6、8、9、11所示，转角支撑结构23还具有连接部230，连接部230设置在第一侧板21和第二侧板22延伸的交汇处；第一支撑部231的另一端与连接部230连接，第二支撑部232的另一端与连接部230连接。这一方案使第一支撑部231与第二支撑部232连接成为一个整体，增加了框架结构2的强度。
如图5所示，在基板1上，连接部230的高度h0等于第一支撑部231的高度h1，还等于第二支撑部232的高度h2。
如图2、11所示，转角支撑结构23还具有第三支撑部233；第三支撑部233连接在第一支撑部231和第二支撑部232的内侧，并且凸出于第一侧板21和第二侧板22的内壁；在基板1上，第三支撑部233的高度等于连接部230的高度h0；对于堆叠放置的两块建筑模板900，其中一块建筑模板900的转角支撑结构23的第三支撑部233与另外一块建筑模板900的转角支撑结构23的第一支撑部231、第二支撑部232和连接部230沿建筑模板900的高度方向相抵。这一方案使得位于上侧的建筑模板900的四个角都能得到支撑。
具体地，在图3中的B处，位于上侧的建筑模板900的转角支撑结构23的第一支撑部231被位于下侧的建筑模板900的转角支撑结构23的第二支撑部232所支撑。在图3中的C处，位于上侧的建筑模板900的转角支撑结构23的第一支撑部231、第二支撑部232和连接部230被位于下侧的建筑模板900的转角支撑结构23的第三支撑部233支撑；在图3中的D处，位于上侧的建筑模板900的转角支撑结构23的第二支撑部232被位于下侧的建筑模板900的转角支撑结构23的第一支撑部231所支撑。在图3中C处的对角处， 位于上侧的建筑模板900的转角支撑结构23的第三支撑部233被位于下侧的建筑模板900的转角支撑结构23的第一支撑部231、第二支撑部232和连接部230所支撑，如此使得位于上侧的建筑模板900的四个角都能得到支撑。
如图3所示，第一侧板21和第二侧板22上开设有连接通孔2a，位于两个建筑模板900对应位置上的两个连接通孔2a用于被同一个紧固件穿过，以使两个建筑模板900拼接。
在制造工艺上，基板1和框架结构2通过注塑工艺一体成型。
本发明虽然以较佳实施例公开如上，但其并不是用来限定本发明，任何本领域技术人员在不脱离本发明的精神和范围内，都可以做出可能的变动和修改，凡是未脱离本发明技术方案的内容，依据本发明的技术实质对以上实施例所作的任何修改、等同变化及修饰，均落入本发明权利要求所界定的保护范围之内。

Claims (10)

  1. 一种建筑模板，包括基板(1)和框架结构(2)，所述基板(1)具有第一面(1a)和第二面(1b)，所述第一面(1a)和所述第二面(1b)分别位于所述基板(1)的两侧，其中，所述第一面(1a)用于与混凝土接触，所述框架结构(2)固定设置在所述第二面(1b)上；
    其特征在于，所述框架结构(2)包括第一侧板(21)、第二侧板(22)和转角支撑结构(23)；所述转角支撑结构(23)具有第一支撑部(231)和第二支撑部(232)；所述第一支撑部(231)的一端与所述第一侧板(21)的一端连接，所述第二支撑部(232)的一端与所述第二侧板(22)的一端连接；
    在所述基板(1)上，所述第一支撑部(231)的高度(h1)低于所述第一侧板(21)的高度(H1)，和/或所述第二支撑部(232)的高度(h2)低于所述第二侧板(22)的高度(H2)；
    对于堆叠放置的两块所述建筑模板(900)，其中一块所述建筑模板(900)的所述第一侧板(21)和所述第二侧板(22)与另外一块所述建筑模板(900)的所述第一侧板(21)和所述第二侧板(22)分别错位设置，以使其中一块所述建筑模板(900)的所述转角支撑结构(23)的所述第一支撑部(231)与另外一块所述建筑模板(900)的所述转角支撑结构(23)的所述第二支撑部(232)沿所述建筑模板(900)的高度方向相抵，从而减少堆叠放置的两块所述建筑模板(900)所占用的高度。
  2. 如权利要求1所述的建筑模板，其特征在于，所述第一侧板(21)的数量为两个且相对设置，所述第二侧板(22)的数量为两个且相对设置；两个所述第一侧板(21)和两个所述第二侧板(22)限定出一个四边形；所述转角支撑结构(23)的数量至少为两个，两个所述转角支撑结构(23)分别设置在所述四边形的一条对角线的两端。
  3. 如权利要求2所述的建筑模板，其特征在于，所述四边形为矩形。
  4. 如权利要求2所述的建筑模板，其特征在于，所述转角支撑结构(23)的数量为四个，四个所述转角支撑结构(23)分别设置在所述四边形的两条对角线各自的两端。
  5. 如权利要求1所述的建筑模板，其特征在于，所述转角支撑结构(23)还具有连接部(230)，所述连接部(230)设置在所述第一侧板(21)和所述第二侧板(22)延伸的交汇处；
    所述第一支撑部(231)的另一端与所述连接部(230)连接，所述第二支撑部(232)的另一端与所述连接部(230)连接。
  6. 如权利要求1所述的建筑模板，其特征在于，在所述基板(1)上，所述第一支撑部(231)的高度(h1)等于所述第二支撑部(232)的高度(h2)，并且所述第一侧板(21)的高度(H1)等于所述第二侧板(22)的高度(H2)。
  7. 如权利要求5所述的建筑模板，其特征在于，在所述基板(1)上，所述连接部(230)的高度(h0)等于所述第一支撑部(231)的高度(h1)，还等于所述第二支撑部(232)的高度(h2)。
  8. 如权利要求7所述的建筑模板，其特征在于，所述转角支撑结构(23)还具有第三支撑部(233)；
    所述第三支撑部(233)连接在所述第一支撑部(231)和所述第二支撑部(232)的内侧，并且凸出于所述第一侧板(21)和所述第二侧板(22)的内壁；在所述基板(1)上，所述第三支撑部(233)的高度等于所述连接部(230)的高度(h0)；
    对于堆叠放置的两块所述建筑模板(900)，其中一块所述建筑模板(900)的所述转角支撑结构(23)的所述第三支撑部(233)与另外一块所述建筑模 板(900)的所述转角支撑结构(23)的所述第一支撑部(231)、所述第二支撑部(232)和所述连接部(230)沿所述建筑模板(900)的高度方向相抵。
  9. 如权利要求1所述的建筑模板，其特征在于，所述框架结构(2)还包括肋板(24)；
    对于堆叠放置的两块所述建筑模板(900)，其中一块所述建筑模板(900)的所述肋板(24)与另外一块所述建筑模板(900)的所述肋板(24)错位设置。
  10. 如权利要求1所述的建筑模板，其特征在于，所述基板(1)和所述框架结构(2)通过注塑工艺一体成型。
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB705183A (en) * 1951-04-10 1954-03-10 W & J R Watson Ltd Shuttering for casting concrete
CN2031023U (zh) * 1988-05-07 1989-01-18 黄家华 多功能塑料组合模板
CN201169912Y (zh) * 2007-12-17 2008-12-24 江苏双良复合材料有限公司 建筑用框架结构复合材料平面模板单元
CN201546446U (zh) * 2009-11-27 2010-08-11 上海杰事杰新材料(集团)股份有限公司 一种建筑模板单元
CN204040455U (zh) * 2014-06-19 2014-12-24 南通振业机械制造有限公司 建筑塑钢模板
CN107023159A (zh) * 2017-02-01 2017-08-08 金美华 墙体建筑模板

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202416851U (zh) * 2011-12-26 2012-09-05 长沙恒帆进出口贸易有限公司 一种建筑模板
CN209163429U (zh) * 2018-11-02 2019-07-26 上海杰事杰新材料(集团)股份有限公司 一种建筑模板

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB705183A (en) * 1951-04-10 1954-03-10 W & J R Watson Ltd Shuttering for casting concrete
CN2031023U (zh) * 1988-05-07 1989-01-18 黄家华 多功能塑料组合模板
CN201169912Y (zh) * 2007-12-17 2008-12-24 江苏双良复合材料有限公司 建筑用框架结构复合材料平面模板单元
CN201546446U (zh) * 2009-11-27 2010-08-11 上海杰事杰新材料(集团)股份有限公司 一种建筑模板单元
CN204040455U (zh) * 2014-06-19 2014-12-24 南通振业机械制造有限公司 建筑塑钢模板
CN107023159A (zh) * 2017-02-01 2017-08-08 金美华 墙体建筑模板

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