CN207295490U - A kind of easily assembled concrete blinding - Google Patents
A kind of easily assembled concrete blinding Download PDFInfo
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- CN207295490U CN207295490U CN201721265542.7U CN201721265542U CN207295490U CN 207295490 U CN207295490 U CN 207295490U CN 201721265542 U CN201721265542 U CN 201721265542U CN 207295490 U CN207295490 U CN 207295490U
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Abstract
本实用新型公开了一种易拼装混凝土模板,包括面板、结构梁和背楞,若干根所述背楞相互平行布设,若干条结构梁垂直固定在所述背楞上,所述背楞和所述结构梁通过可拆卸的第一连接件连接,所述面板覆盖在所述结构梁上,所述结构梁与所述面板通过第二连接件连接。本实用新型提供的易拼装混凝土模板由面板、结构梁和背楞组成,通过可拆卸连接件完成上述基本结构单元之间的连接,该易拼装混凝土模板结构具有优良的结构稳定性和组装灵活性。
The utility model discloses an easy-to-assemble concrete formwork, which comprises a panel, a structural beam and a back corrugation, a plurality of the back corrugations are arranged parallel to each other, a plurality of structural beams are vertically fixed on the back corrugations, the back corrugations and the back corrugations are vertically fixed. The structural beam is connected through a detachable first connecting piece, the panel is covered on the structural beam, and the structural beam is connected with the panel through a second connecting piece. The easy-to-assemble concrete formwork provided by the utility model is composed of panels, structural beams and back corrugations, and the connection between the above-mentioned basic structural units is completed through detachable connectors. The easy-to-assemble concrete formwork structure has excellent structural stability and assembly flexibility .
Description
技术领域technical field
本实用新型涉及建筑材料领域,特别涉及一种易拼装混凝土模板。The utility model relates to the field of building materials, in particular to an easy-to-assemble concrete template.
背景技术Background technique
在建筑工程特别是大型桥梁塔柱结构的混凝土施工中,通常大量使用到混凝土模板,这些混凝土模板以传统工艺制成,基本采用全木模或者全钢模施工。通常优先采用木模板,将其拼装成塔体、支撑柱、梁等各种形状的框架,然后浇入混凝土,待混凝土固化成型后,再将其拆除,木模板具有易于拼接、成本低廉、模板结构质轻便于拆卸和安装等诸多特点。In construction projects, especially the concrete construction of large-scale bridge tower structures, a large number of concrete formworks are usually used. These concrete formworks are made by traditional techniques, and basically use all-wood formwork or all-steel formwork for construction. Usually, wooden formwork is preferred, assembled into frames of various shapes such as tower body, support column, beam, etc., and then poured into concrete, and then removed after the concrete is cured and formed. Wooden formwork has the advantages of easy splicing, low cost, and formwork The structure is light and easy to disassemble and install, and many other features.
然而模板不仅是单纯的一块木板,通常由面板以及支撑结构件组成,需要根据不同的使用场合合理组装或拼接模板。在桥梁施工领域,桥梁的塔柱往往较为巨大,整个模板体系也较为巨大,需要有众多单元化的模板拼接为整体混凝土模板浇筑体系。另外,随着异形结构的桥梁塔柱日益增多,也需要相应提供便于组装和拼接的新型模板,以提高施工效率,降低设备成本。这些因素使得相关工程人员对模板的力学性能以及拼接便利性提出更高要求,仅仅依靠传统的木模板不可能满足。However, the formwork is not only a simple piece of wood, but usually consists of panels and supporting structural parts, and the formwork needs to be reasonably assembled or spliced according to different usage occasions. In the field of bridge construction, the pylons of bridges are often relatively large, and the entire formwork system is also relatively large, requiring many unitized formwork splicing into the overall concrete formwork system. In addition, with the increasing number of bridge towers with special-shaped structures, it is also necessary to provide new templates that are easy to assemble and splice, so as to improve construction efficiency and reduce equipment costs. These factors make the relevant engineers put forward higher requirements on the mechanical properties of the formwork and the convenience of splicing, which cannot be met only by relying on traditional wood formwork.
实用新型内容Utility model content
基于此,为解决上述提到的问题,本实用新型提供了一种易拼装混凝土模板以及易拼装混凝土模板的拼装方法。Based on this, in order to solve the above-mentioned problems, the utility model provides an easy-to-assemble concrete formwork and an assembly method of the easy-to-assemble concrete formwork.
一种易拼装混凝土模板,包括面板、结构梁和背楞,若干根所述背楞相互平行布设,若干条结构梁垂直固定在所述背楞上,所述背楞和所述结构梁通过可拆卸的第一连接件连接,所述面板覆盖在所述结构梁上,所述结构梁与所述面板通过第二连接件连接。An easy-to-assemble concrete formwork, including panels, structural beams and back corrugations, several back corrugations are arranged parallel to each other, several structural beams are vertically fixed on the back corrugations, and the back corrugations and the structural beams can be passed through The disassembled first connecting piece is connected, the panel is covered on the structural beam, and the structural beam is connected to the panel through the second connecting piece.
在其中一个实施例中,所述易拼装混凝土模板的一侧端面上设有至少两个吊钩,所述吊钩连接在任意两条所述结构梁的末端并凸出所述面板的边沿。In one embodiment, at least two hooks are provided on one end surface of the easy-to-assemble concrete formwork, and the hooks are connected to the ends of any two structural beams and protrude from the edge of the panel.
进一步的,所述吊钩包括连接板和U型钢,所述U型钢两端连接在所述连接板上,所述连接板连接在所述结构梁上。Further, the hook includes a connecting plate and a U-shaped steel, both ends of the U-shaped steel are connected to the connecting plate, and the connecting plate is connected to the structural beam.
在其中一个实施例中,在所述结构梁设有所述吊钩的一端设有端头木方,所述端头木方覆盖在所述结构梁端面上,并且在所述端头木方上设有供所述吊钩贯穿以突出所述面板边沿的吊钩槽。In one of the embodiments, an end wooden square is provided at the end of the structural beam provided with the hook, and the end wooden square covers the end surface of the structural beam, and the end wooden square There is a hook slot for the hook to pass through to protrude from the edge of the panel.
在其中一个实施例中,每根所述背楞包括两根槽钢,所述两根槽钢的以其槽背间隔预定距离相对设置,所述槽钢的槽背上均匀设有若干通孔。In one of the embodiments, each of the back flutes includes two channel steels, and the two channel steels are arranged opposite to each other with their groove backs separated by a predetermined distance, and several through holes are uniformly arranged on the groove backs of the channel steels .
在其中一个实施例中,所述结构梁由工字梁制成,所述工字梁的翼板通过所述第一连接件连接在所述背楞上。In one of the embodiments, the structural beam is made of an I-beam, and the wing plate of the I-beam is connected to the back flute through the first connecting piece.
进一步的,所述第一连接件为连接爪,所述连接爪包括爪片和爪座,所述爪座包括底座和固定在底座顶部的连接柱,所述连接柱的一端设有螺纹结构以及与螺纹结构匹配的螺母,所述底座由弯折板制成,并且两端具有朝向底座中部的裙板,所述底座通过所述裙板挂接在所述背楞上,所述爪片为包括横向折板和竖向折板的L型弯折件,所述横向折板上设有与所述连接柱相匹配的圆孔,所述竖向折板抵靠在所述底座的一侧,所述横向折板抵压在所述工字梁的翼板上。Further, the first connector is a connecting claw, and the connecting claw includes a claw piece and a claw seat, and the claw seat includes a base and a connecting column fixed on the top of the base, and one end of the connecting column is provided with a threaded structure and A nut matching the thread structure, the base is made of a bent plate, and both ends have skirts facing the middle of the base, the base is hooked on the back flute through the skirt, and the claws are An L-shaped bent piece comprising a horizontal folded plate and a vertical folded plate, the horizontal folded plate is provided with a round hole matching the connecting column, and the vertical folded plate is against one side of the base , the transverse folded plate is pressed against the wing plate of the I-beam.
在其中一个实施例中,所述第二连接件为螺纹连接件。In one of the embodiments, the second connecting piece is a threaded connecting piece.
进一步的,所述螺纹连接件采用螺钉;在与每根所述结构梁连接处的所述面板上均匀设有至少两个通孔,通过螺钉穿过所述通孔将所述面板与所述结构梁连接。Further, the threaded connection adopts screws; at least two through holes are uniformly arranged on the panel at the connection with each of the structural beams, and the panels are connected to the through holes through the screws. Structural beam connections.
在其中一个实施例中,所述面板由若干块木板拼接而成,所述若干块木板的侧边沿相互抵靠,所述若干块木板的两端边沿相互对齐。In one of the embodiments, the panel is spliced by several wooden boards, the side edges of the several wooden boards are against each other, and the two ends of the several wooden boards are aligned with each other.
本实用新型提供的易拼装混凝土模板由面板、结构梁和背楞组成,通过可拆卸连接件完成上述基本结构单元之间的连接,该易拼装混凝土模板具有优良的结构稳定性和组装灵活性。The easy-to-assemble concrete formwork provided by the utility model is composed of panels, structural beams and back corrugations, and the connection between the above-mentioned basic structural units is completed through detachable connectors. The easy-to-assemble concrete formwork has excellent structural stability and assembly flexibility.
附图说明Description of drawings
图1为本实用新型一实施例中易拼装混凝土模板的结构示意图;Fig. 1 is the structural representation of easy-to-assemble concrete formwork in an embodiment of the utility model;
图2为本实用新型一实施例中背楞及结构梁组装示意图;Figure 2 is a schematic diagram of the assembly of back corrugated and structural beams in an embodiment of the utility model;
图3为本实用新型一实施例中模板骨架结构示意图及吊钩结构示意图;Fig. 3 is a schematic diagram of the template skeleton structure and a schematic diagram of the hook structure in an embodiment of the utility model;
图4为本实用新型一实施例中带有端头木方的易拼装混凝土模板结构示意图;Fig. 4 is a schematic diagram of the structure of an easy-to-assemble concrete formwork with end wooden squares in an embodiment of the utility model;
图5为本实用新型一实施例中连接爪的爪座结构示意图;Fig. 5 is a schematic diagram of the claw seat structure of the connecting claw in an embodiment of the present invention;
图6为本实用新型一实施例中连接爪的爪片结构示意图;Fig. 6 is a schematic structural diagram of the claw piece of the connecting claw in an embodiment of the present invention;
图7为本实用新型一实施例中易拼装混凝土模板拼装方法流程图。Fig. 7 is a flow chart of the method for assembling the easy-to-assemble concrete formwork in an embodiment of the present invention.
具体实施方式Detailed ways
下面结合附图和示例性实施例对本实用新型作进一步地描述,其中附图中相同的标号全部指的是相同的部件。此外,如果已知技术的详细描述对于示出本实用新型的特征是不必要的,则将其省略。The utility model will be further described below in conjunction with the accompanying drawings and exemplary embodiments, wherein the same reference numerals in the accompanying drawings all refer to the same components. Also, if a detailed description of known technologies is unnecessary to illustrate the features of the present invention, it will be omitted.
如图1和图2所示,本实用新型的易拼装混凝土模板,至少包括背楞100、结构梁200和面板300,先由背楞100和结构梁200组成模板骨架,其中采用若干根背楞100相互平行布设形成背楞100阵列,再将若干条结构梁200垂直固定在背楞100阵列上,背楞100和结构梁200通过可拆卸的第一连接件连接以形成模板骨架,接着将面板300覆盖在结构梁200上,结构梁200与面板300通过第二连接件连接。由于此种易拼装混凝土模板是拼接桥梁施工模板体系的基本单元,而桥梁施工模板体系形状并不规则,因而可根据实际需要对拼装好的易拼装混凝土模板进行剪裁,或者对模板骨架以及面板300外形进行适应性位置调整,例如采用长短不一的结构梁200或背楞100以形成设计尺寸形状需要的模板骨架。本实用新型提供的易拼装混凝土模板以面板300、结构梁200和背楞100组成,面板300可采用木质板、薄钢板、铝板等等,结构梁200可采用木质梁、钢材料梁等等,原料来源广泛,成本可以较为低廉,这些部件之间通过可拆卸连接件连接,使得模板同时具有优良的结构稳定性和组装灵活性。As shown in Figures 1 and 2, the easy-to-assemble concrete formwork of the present invention at least includes a back corrugated 100, a structural beam 200, and a panel 300. 100 are arranged parallel to each other to form an array of back flutes 100, and then several structural beams 200 are vertically fixed on the array of back flutes 100, and the back flutes 100 and structural beams 200 are connected by detachable first connectors to form a formwork skeleton, and then the panel 300 is covered on the structural beam 200, and the structural beam 200 is connected to the panel 300 through the second connecting piece. Because this kind of easy-to-assemble concrete formwork is the basic unit of splicing bridge construction formwork system, and the shape of bridge construction formwork system is irregular, so the assembled easy-to-assemble concrete formwork can be cut according to actual needs, or the formwork skeleton and panel 300 The shape is adaptively adjusted, such as using structural beams 200 or back corrugations 100 of different lengths to form the formwork skeleton required by the design size and shape. The easy-to-assemble concrete formwork provided by the utility model is composed of a panel 300, a structural beam 200 and a corrugated back 100. The panel 300 can be made of wooden boards, thin steel plates, aluminum plates, etc., and the structural beam 200 can be made of wooden beams, steel material beams, etc. The source of raw materials is wide, and the cost can be relatively low. These parts are connected by detachable connectors, so that the formwork has excellent structural stability and assembly flexibility.
为了便于易拼装混凝土模板之间的连接或者易拼装混凝土模板与其他结构件之间的连接,增加易拼装混凝土模板与相关附件的配合度,在易拼装混凝土模板的一侧端面上设有至少两个吊钩500,该吊钩500连接在任意两条结构梁200的末端并凸出面板300的边沿。吊钩500设置在结构梁200上,使得吊钩500与易拼装混凝土模板成为一体,结构更加牢固。作为一个优选的方案,如图3所示,吊钩500包括连接板510和U型钢520,其中U型钢520的两端连接在连接板510上,而连接板510连接在结构梁200上。U型钢520可采用钢筋弯制而成,将该弯制成的U型钢520焊接在钢板上,在通过铆接或者螺纹连接的方式将钢板连接在结构梁200上。此种结构的吊钩500不仅结构牢固,而且容易生产,便于安装。In order to facilitate the connection between the easy-to-assemble concrete formwork or the connection between the easy-to-assemble concrete formwork and other structural parts, and increase the degree of cooperation between the easy-to-assemble concrete formwork and related accessories, there are at least two A hook 500 is connected to the ends of any two structural beams 200 and protrudes from the edge of the panel 300. The hook 500 is arranged on the structural beam 200, so that the hook 500 is integrated with the easy-to-assemble concrete formwork, and the structure is more firm. As a preferred solution, as shown in FIG. 3 , the hook 500 includes a connecting plate 510 and a U-shaped steel 520 , wherein both ends of the U-shaped steel 520 are connected to the connecting plate 510 , and the connecting plate 510 is connected to the structural beam 200 . The U-shaped steel 520 can be made by bending a steel bar, and the bent U-shaped steel 520 is welded on a steel plate, and the steel plate is connected to the structural beam 200 by riveting or screwing. The suspension hook 500 of this structure is not only firm in structure, but also easy to produce and easy to install.
作为一个优选的方案,如图4所示,在结构梁200设有吊钩500的一端设有端头木方600,该端头木方600覆盖在结构梁200端面上,并且在端头木方600上设有供吊钩500贯穿以突出面板300边沿的吊钩500槽。如果面板300超过了结构梁200的长度尺寸,就要根据需要尺寸临时增添端头木方600,该端头木方600能够起到增加易拼装混凝土模板顶部的整体刚度、防止混凝土污染模板背面的作用,更为重要的是还能够防止起吊时结构梁200跟面板300间发生位移。As a preferred solution, as shown in FIG. 4 , an end wooden square 600 is provided at the end of the structural beam 200 provided with the hook 500, and the end wooden square 600 covers the end face of the structural beam 200, and the end wooden square 600 The square 600 is provided with a hook 500 slot through which the hook 500 protrudes from the edge of the panel 300 . If the panel 300 exceeds the length dimension of the structural beam 200, it is necessary to temporarily add an end wood square 600 according to the required size. The end wood square 600 can increase the overall rigidity of the top of the easy-to-assemble concrete formwork and prevent the concrete from polluting the back of the formwork. More importantly, it can also prevent displacement between the structural beam 200 and the panel 300 during lifting.
本实用新型提供的易拼装混凝土模板能够使用现有的常见的结构材料,每根背楞100由两根槽钢组成,该两根槽钢以其槽背相对排列,并且相互间隔预定距离,在槽钢的槽背上均匀设有若干通孔,该通孔既能够减轻背楞100的重量,也能够提供更灵活的连接点位。可以通过在相对排列的槽钢间设置间隔物,比如螺栓,该螺栓主体直径大于通孔直径,而螺栓两端的直径则小于或等于通孔直径。此种结构的背楞100质轻,但是力学性能良好,可靠性高,并且可以对形状进行微调,能够适应需要斜边模板的场合。结构梁200由工字梁制成,工字梁的翼板通过第一连接件连接在背楞100上。所述第一连接件采用连接爪400,如图5和图6所示,其中一种连接爪400包括爪座410和爪片420。爪座410包括底座411和固定在底座顶部的连接柱412,连接柱411的一端设有螺纹结构以及与该螺纹结构匹配的螺母,底座411可由小块长条型钢板弯折制成,该长条形钢板中间预留小块平面,并且由中间向两边弯折,形成斜边板411’,并且两端具有朝向底座411中部的裙板411”,由裙板411”和斜边板411’以及底座411顶面形成半封闭空间,该底座411通过裙板411”挂接在背楞100上,或者底座411通过两侧的裙板411”卡接在背楞100上。爪片420为包括横向折板421和竖向折板422的L型弯折件,横向折板421上设有与连接柱411相匹配的圆孔423,以供从此圆孔423连接柱411穿过,竖向折板422抵靠在所述底座411的一侧,横向折板421抵压在工字梁的翼板上,优选的,在横向折板421抵压工字梁一端上设置凸板421’。更进一步优选的,在竖向折板422的两边沿从上往下逐渐向中间收窄,使竖向折板的下边沿宽度小于背楞中两根槽钢的间隙,以便于爪片420上下调整的范围更大,能够适应具有不同厚度翼板的工字梁。当将底座411挂接在或者卡接在背楞100上、将横向折板421抵压在工字梁的翼板上时,拧紧连接柱411上的螺母,即可实现背楞100和结构梁200的连接,当需要将背楞100和结构梁200形成的模板骨架拆卸,松开螺母即可,因而所述易拼装混凝土模板的安装和拆卸均十分方便。The easy-to-assemble concrete formwork provided by the utility model can use existing common structural materials. Each back flute 100 is composed of two channel steels. The channel back of the channel steel is evenly provided with several through holes, which can not only reduce the weight of the back corrugated 100, but also provide more flexible connection points. Spacers, such as bolts, can be arranged between oppositely arranged channel steels, the diameter of the bolt body is larger than the diameter of the through hole, and the diameters of the two ends of the bolt are smaller than or equal to the diameter of the through hole. The back corrugated 100 of this structure is light in weight, but has good mechanical properties and high reliability, and the shape can be fine-tuned, so it can adapt to occasions that require beveled formwork. The structural beam 200 is made of an I-beam, and the wing plate of the I-beam is connected to the back flute 100 through a first connecting piece. The first connecting member adopts connecting claws 400 , as shown in FIGS. 5 and 6 , one of the connecting claws 400 includes a claw seat 410 and a claw piece 420 . The claw seat 410 includes a base 411 and a connecting column 412 fixed on the top of the base. One end of the connecting column 411 is provided with a threaded structure and a nut matching the threaded structure. The base 411 can be made by bending a small strip of steel plate. A small plane is reserved in the middle of the bar-shaped steel plate, and it is bent from the middle to both sides to form a hypotenuse plate 411', and both ends have a skirt plate 411" facing the middle of the base 411, and the skirt plate 411" and the hypotenuse plate 411' And the top surface of the base 411 forms a semi-enclosed space, and the base 411 is hung on the back flute 100 through the skirt board 411 ″, or the base 411 is clamped on the back flute 100 through the skirt boards 411 ″ on both sides. The claw piece 420 is an L-shaped bent piece including a transverse folded plate 421 and a vertical folded plate 422. The transverse folded plate 421 is provided with a round hole 423 matching the connecting post 411 for passing through the round hole 423 and the connecting post 411. However, the vertical folded plate 422 is pressed against one side of the base 411, and the transverse folded plate 421 is pressed against the wing plate of the I-beam. Plate 421'. Further preferably, the two edges of the vertical flap 422 gradually narrow toward the middle from top to bottom, so that the width of the lower edge of the vertical flap is smaller than the gap between the two channel steels in the back flute, so that the claw piece 420 can go up and down. The adjustment range is larger, and it can adapt to I-beams with different thickness flanges. When the base 411 is hooked or clamped on the back flute 100, and the transverse folded plate 421 is pressed against the wing plate of the I-beam, the nuts on the connecting column 411 are tightened, and the back flute 100 and the structural beam can be realized. 200 connection, when it is necessary to disassemble the formwork skeleton formed by the back flute 100 and the structural beam 200, just loosen the nuts, so the installation and disassembly of the easy-to-assemble concrete formwork are very convenient.
作为一个优选的方案,所述第二连接件采用螺纹连接件。可使用的螺纹连接件有自攻螺钉、地板钉等等。优选的,螺纹连接件采用螺钉,在与每根结构梁200连接处的面板300上均匀设有至少两个通孔,通过螺钉穿过通孔将面板300与结构梁200连接。As a preferred solution, the second connecting piece adopts a threaded connecting piece. Threaded connections that can be used are self-tapping screws, floor nails, etc. Preferably, screws are used for the threaded connection, and at least two through holes are uniformly provided on the panel 300 at the joint with each structural beam 200 , and the panel 300 is connected to the structural beam 200 through the through holes by screws.
当一块易拼装混凝土模板具有较大的尺寸时,一块木板不能满足一整个面板的要求,因此面板300由若干块木板拼接而成,这些木板的侧边沿相互抵靠,并且使拼接起来的木板的两端边沿相互对齐,当然也可以根据实际需要对边沿进行排列和对齐。When an easy-to-assemble concrete formwork has a large size, one plank cannot meet the requirements of a whole panel, so the panel 300 is formed by splicing several planks, and the side edges of these planks are against each other, and the spliced planks are formed together. The edges at both ends are aligned with each other, and of course, the edges can also be arranged and aligned according to actual needs.
本实用新型还相应地提供了一种易拼装混凝土模板拼装方法,如图7所示,制备上述的易拼装混凝土模板,所述制备方法包括下列步骤:The utility model also correspondingly provides a method for assembling an easy-to-assemble concrete formwork, as shown in Figure 7, to prepare the above-mentioned easy-to-assemble concrete formwork, and the preparation method includes the following steps:
S100:将若干根背楞100平齐对齐,间隔第一间距相互平行排列形成背楞100阵列。S100: Align several back flutes 100 in parallel, and arrange them in parallel with each other at a first distance to form an array of back flutes 100.
S200:将相互间隔第二间距的若干条结构梁200垂直设置在背楞100阵列上形成结构梁200阵列,并且结构梁200一端的端面均突出背楞100阵列最外侧背楞100预定距离,而结构梁200阵列最外侧的结构梁200与背楞100两端对齐,将背楞100阵列和结构梁200阵列通过所述第一连接件连接。本步骤的目的是将背楞100和结构梁200良好地组装成的模板骨架,使模板骨架结构完整并且尽量对称,同时为设置其他连接件提供空间。S200: vertically arrange several structural beams 200 spaced apart from each other by a second distance on the array of back flutes 100 to form an array of structural beams 200, and the end faces of one end of the structural beams 200 protrude from the outermost back flute 100 of the array of back flutes 100 for a predetermined distance, and The outermost structural beams 200 of the array of structural beams 200 are aligned with both ends of the back flute 100, and the array of back flutes 100 and the array of structural beams 200 are connected through the first connecting piece. The purpose of this step is to well assemble the formwork skeleton formed by the back flute 100 and the structural beams 200, so that the formwork skeleton structure is complete and symmetrical as much as possible, and at the same time provide space for setting other connectors.
S300:将面板300覆盖在结构梁200阵列上,所述面板300的边沿与所述结构梁200阵列的边沿对齐,通过所述第二连接件将所述结构梁200与所述面板300连接。本步骤要达到的目的是使面板300完全覆盖模板骨架,并且尽量使模板骨架置于面板300中心。S300: Cover the panel 300 on the array of structural beams 200, the edges of the panel 300 are aligned with the edges of the array of structural beams 200, and connect the structural beams 200 to the panel 300 through the second connecting piece. The purpose of this step is to make the panel 300 completely cover the template skeleton, and try to place the template skeleton at the center of the panel 300 .
作为一个优选的方案,将背楞100阵列和结构梁200阵列通过第一连接件连接的具体步骤包括:在每一背楞100与结构梁200相交处的结构梁200同侧设置第一连接件。在相同侧位设置连接件能够方便操作,由于需要使用到的第一连接件较多,在同侧位设置既能使连接牢固,也能实现连接操作更快速的进行。此外,作为一个优选的方案,为使整块模板中梁结构受力更加均匀,以便进一步提高模板的结构稳定性,可以使第一连接件固定在模板骨架内侧,而模板骨架中其余的结构梁上的第一连接件则在每根结构梁的长度方向上交错放置,比如模板骨架中靠近边沿的结构梁的第一个第一连接件设置在该结构梁的左边,沿该结构梁长度方向顺次设置的第二个第一连接件则设置在该结构梁的右边,如此类推,交替设置到预定数量。As a preferred solution, the specific steps of connecting the array of back flutes 100 and the array of structural beams 200 through the first connecting piece include: setting the first connecting piece on the same side of the structural beam 200 where each back flute 100 intersects with the structural beam 200 . Arranging the connecting parts at the same side position can facilitate the operation. Since there are more first connecting parts to be used, setting them at the same side position can not only make the connection firm, but also realize the connection operation to be performed more quickly. In addition, as a preferred solution, in order to make the beam structure of the whole formwork more uniform in force, so as to further improve the structural stability of the formwork, the first connecting piece can be fixed on the inside of the formwork skeleton, while the rest of the structural beams in the formwork skeleton The first connectors on each structural beam are staggered in the length direction of each structural beam. For example, the first first connector of the structural beam near the edge in the formwork frame is set on the left side of the structural beam, along the length direction of the structural beam. The second first connecting piece arranged in sequence is arranged on the right side of the structural beam, and so on, alternately arranged up to a predetermined number.
作为一个优选的方案,混凝土木模板的一侧端面上设有至少两个吊钩500,而连接有吊钩500的结构梁200两侧均设置可拆卸连接件。由于该结构梁200设置有吊钩500,是易拼装混凝土模板中受力较大的组件,需要额外加固以确保稳定性,因此采用在结构两侧均设置连接件的处理。As a preferred solution, at least two hooks 500 are provided on one side of the concrete wood formwork, and detachable connectors are provided on both sides of the structural beam 200 connected with the hooks 500 . Since the structural beam 200 is equipped with a hook 500, it is a component with a large force in the easy-to-assemble concrete formwork, and additional reinforcement is required to ensure stability. Therefore, it is adopted to arrange connectors on both sides of the structure.
作为一个优选的方案,将面板300覆盖在结构梁200阵列上的步骤具体包括:As a preferred solution, the step of covering the panel 300 on the array of structural beams 200 specifically includes:
S310:将面板300铺设在结构梁200阵列上,使面板300边沿与结构梁200阵列的边沿对齐。S310: laying the panel 300 on the array of structural beams 200, aligning the edge of the panel 300 with the edge of the array of structural beams 200.
S320:在面板300上与结构梁200连接处开设通孔,对通孔的孔沿进行倒角处理。对通孔进行倒角处理可方便进行螺钉的定位和安装。S320: Open a through hole at the joint between the panel 300 and the structural beam 200, and chamfer the edge of the through hole. Chamfering the through holes can facilitate the positioning and installation of screws.
S330:在通孔中钉入螺钉,以实现面板300与结构梁200的连接。S330: Drive screws into the through holes to realize the connection between the panel 300 and the structural beam 200 .
优选的,在实现面板300与结构梁200的连接后,采用原子灰填实钉入螺钉后的通孔,使面板300光滑平整。Preferably, after the connection between the panel 300 and the structural beam 200 is realized, putty is used to fill the through holes where the screws are driven in, so that the panel 300 is smooth and flat.
虽然上面已经示出了本实用新型的一些示例性实施例,但是本领域的技术人员将理解,在不脱离本实用新型的原理或精神的情况下,可以对这些示例性实施例做出改变,本实用新型的范围由权利要求及其等同物限定。Although some exemplary embodiments of the present invention have been shown above, those skilled in the art will appreciate that changes can be made to these exemplary embodiments without departing from the principle or spirit of the present invention. The scope of the invention is defined by the claims and their equivalents.
Claims (10)
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| CN201721265542.7U CN207295490U (en) | 2017-09-28 | 2017-09-28 | A kind of easily assembled concrete blinding |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107513945A (en) * | 2017-09-28 | 2017-12-26 | 中交路桥华南工程有限公司 | A kind of easily assembled concrete blinding and its assembling method |
| CN109098097A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN109518606A (en) * | 2018-11-23 | 2019-03-26 | 中交二航局第二工程有限公司 | For adjusting the arc backing plate and its mounting process of circular formwork |
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2017
- 2017-09-28 CN CN201721265542.7U patent/CN207295490U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107513945A (en) * | 2017-09-28 | 2017-12-26 | 中交路桥华南工程有限公司 | A kind of easily assembled concrete blinding and its assembling method |
| CN109098097A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN109518606A (en) * | 2018-11-23 | 2019-03-26 | 中交二航局第二工程有限公司 | For adjusting the arc backing plate and its mounting process of circular formwork |
| CN109518606B (en) * | 2018-11-23 | 2024-02-27 | 中交二航局第二工程有限公司 | Arc-shaped backing plate for adjusting curved surface template and mounting process thereof |
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