CN111663458A - Self-supporting overhanging formwork, formwork construction auxiliary device and formwork construction process - Google Patents

Self-supporting overhanging formwork, formwork construction auxiliary device and formwork construction process Download PDF

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Publication number
CN111663458A
CN111663458A CN202010702336.8A CN202010702336A CN111663458A CN 111663458 A CN111663458 A CN 111663458A CN 202010702336 A CN202010702336 A CN 202010702336A CN 111663458 A CN111663458 A CN 111663458A
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formwork
construction
support rod
self
main body
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CN111663458B (en
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苏昌茂
苏方远
何丹
黄华
郑双飞
卿伟源
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Chengdu Huachuan Road Construction Group Co ltd
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Chengdu Huachuan Road Construction Group Co ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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  • Civil Engineering (AREA)
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Abstract

The invention discloses a self-supporting overhanging formwork, a formwork construction auxiliary device and a formwork construction process, and relates to the technical field of bridge construction. This template of encorbelmenting of self-supporting formula includes template main part and bracing piece, and two relative sides are the connection side respectively in the template main part and the side of encorbelmenting, and the outward flange of pterygoid lamina is articulated on the I-steel of connecting the side and combination beam side, and the one end of bracing piece articulates in the side of encorbelmenting, and the other end is used for supporting in holding in the contained angle between the lower pterygoid lamina and the web of I-steel to support the template main part through the bracing piece. The self-supporting overhanging formwork, the formwork construction auxiliary device and the formwork construction process have the characteristics of convenience in disassembly and assembly and safety in construction.

Description

自撑式悬挑模板、模板施工辅助装置及模板施工工艺Self-supporting cantilever formwork, formwork construction auxiliary device and formwork construction technology

技术领域technical field

本发明涉及桥梁施工技术领域,具体而言,涉及一种自撑式悬挑模板、模板施工辅助装置及模板施工工艺。The invention relates to the technical field of bridge construction, in particular to a self-supporting cantilever formwork, a formwork construction auxiliary device and a formwork construction process.

背景技术Background technique

工字钢-混组合梁广泛用于大跨度、多跨铁路桥梁工程中,其与混凝土简支梁和混凝土连续梁相比,具有跨越能力大、建筑高低等优点。I-beam-concrete composite beams are widely used in large-span and multi-span railway bridge projects. Compared with concrete simply supported beams and concrete continuous beams, they have the advantages of large spanning capacity and building height.

但是在施工过程中,工字钢-混组合梁的翼板处需要进行现浇施工,但翼板处离地高度较高,翼板处的模板安装拆卸施工较繁琐,且安全性较低。However, in the construction process, the wing plate of the I-beam-concrete composite beam needs to be cast-in-place, but the height of the wing plate from the ground is high, the installation and disassembly of the formwork at the wing plate is complicated, and the safety is low.

有鉴于此,研发设计出一种能够解决上述技术问题的自撑式悬挑模板、模板施工辅助装置及模板施工工艺显得尤为重要。In view of this, it is particularly important to develop and design a self-supporting cantilever formwork, formwork construction auxiliary device and formwork construction process that can solve the above technical problems.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种自撑式悬挑模板,其具有拆装较便捷,且施工较安全的特点。The purpose of the present invention is to provide a self-supporting cantilever formwork, which has the characteristics of convenient disassembly and assembly and safer construction.

本发明的另一目的在于提供一种模板施工辅助装置,其也具有拆装较便捷,且施工较安全的特点。Another object of the present invention is to provide a formwork construction auxiliary device, which also has the characteristics of convenient disassembly and assembly and safer construction.

本发明的另一目的在于提供一种模板施工工艺,其也具有拆装较便捷,且施工较安全的特点。Another object of the present invention is to provide a formwork construction process, which also has the characteristics of convenient disassembly and assembly and safer construction.

本发明提供一种技术方案:The present invention provides a technical scheme:

第一方面,本发明实施例提供了一种自撑式悬挑模板,包括模板主体和支撑杆;所述模板主体上相对的两个侧边分别为连接侧边和悬挑侧边,所述连接侧边与组合梁侧面的工字钢上翼板的外边缘铰接;所述支撑杆的一端铰接于所述悬挑侧边,另一端用于抵持于所述工字钢的下翼板和腹板之间的夹角内,以通过所述支撑杆支撑所述模板主体。In a first aspect, an embodiment of the present invention provides a self-supporting cantilevered formwork, comprising a formwork body and a support rod; two opposite sides on the formwork body are a connecting side and a cantilevered side, respectively, and the The connecting side and the outer edge of the I-beam upper wing plate on the side of the composite beam are hinged; one end of the support rod is hinged to the cantilevered side, and the other end is used to abut against the lower wing plate of the I-beam. and the web to support the formwork body through the support rods.

结合第一方面,在第一方面的第一种实现方式中,所述支撑杆远离所述模板主体为一端为支撑端,所述支撑端的端面具有呈夹角设置的第一抵持面和第二抵持面,且所述第一抵持面用于与所述腹板的侧面抵持,所述第二抵持面用于与所述下翼板的顶面抵持。In combination with the first aspect, in a first implementation manner of the first aspect, one end of the support rod away from the template body is a support end, and an end surface of the support end has a first abutting surface and a first abutting surface arranged at an included angle. There are two abutting surfaces, and the first abutting surface is used for abutting with the side surface of the web, and the second abutting surface is used for abutting with a top surface of the lower wing plate.

结合第一方面及其上述实现方式,在第一方面的第二种实现方式中,所述支撑杆靠近所述模板主体的一端设有伸缩调节部,所述支撑杆通过所述伸缩调节部与所述悬挑侧边铰接;所述伸缩调节部能够伸长或者缩短,以调整所述悬挑侧边高度。In combination with the first aspect and the above-mentioned implementation manners, in a second implementation manner of the first aspect, a telescopic adjustment portion is provided at one end of the support rod close to the template main body, and the support rod is connected with the telescopic adjustment portion through the telescopic adjustment portion. The cantilevered side is hinged; the telescopic adjustment part can be extended or shortened to adjust the height of the cantilevered side.

结合第一方面及其上述实现方式,在第一方面的第三种实现方式中,所述伸缩调节部为正反丝调节杆。In combination with the first aspect and the above implementation manners, in a third implementation manner of the first aspect, the telescopic adjustment portion is a positive and negative wire adjusting rod.

结合第一方面及其上述实现方式,在第一方面的第四种实现方式中,所述支撑杆上设有提拉连接部,所述模板主体上开设有提拉孔;所述自撑式悬挑模板还包括提拉件,所述提拉件能够穿过所述提拉孔,且与提拉连接部连接,以提拉所述支撑杆,从而带动所述支撑杆相对于所述模板主体转动,使得支撑杆远离所述悬挑侧边的一端位于所述腹板和所述下翼板之间的夹角内。In combination with the first aspect and the above-mentioned implementation manners, in a fourth implementation manner of the first aspect, the support rod is provided with a pull-up connection portion, and the template body is provided with a pull-up hole; the self-supporting type The cantilevered formwork further includes a pulling piece, which can pass through the pulling hole and is connected with the pulling connecting part to lift the support rod, thereby driving the support rod relative to the formwork The main body is rotated so that the end of the support rod away from the cantilever side is located within the included angle between the web and the lower wing.

结合第一方面及其上述实现方式,在第一方面的第五种实现方式中,所述模板主体的数量为多个,多个所述模板主体排列设置,且相邻的所述模板主体的所述悬挑侧边相互连接。In combination with the first aspect and the above-mentioned implementation manner, in a fifth implementation manner of the first aspect, the number of the template bodies is multiple, the multiple template bodies are arranged in an arrangement, and the adjacent template bodies have The cantilevered sides are connected to each other.

结合第一方面及其上述实现方式,在第一方面的第六种实现方式中,所述自撑式悬挑模板还包括防脱连接绳,所述防脱连接绳能够与所述悬挑侧边连接,且用于与所述组合梁上的钢筋连接。In combination with the first aspect and the above-mentioned implementation manners, in a sixth implementation manner of the first aspect, the self-supporting cantilever formwork further includes an anti-detachment connection rope, and the anti-detachment connection rope can be connected to the cantilever side. The edge is connected and used to connect with the reinforcing bars on the composite beam.

第二方面,本发明实施例还提供了一种模板施工辅助装置,用于安装所述的自撑式悬挑模板;所述模板施工辅助装置包括施工吊车,所述施工吊车用于可活动地设置于所述组合梁,且能够与所述悬挑侧边连接,以用于吊起所述模板主体运动。In the second aspect, the embodiment of the present invention also provides a formwork construction auxiliary device for installing the self-supporting cantilever formwork; the formwork construction auxiliary device includes a construction crane, and the construction crane is used for movably It is arranged on the composite beam, and can be connected with the cantilevered side, so as to be used for hoisting the main body of the formwork for movement.

结合第二方面,在第二方面的第一种实现方式中,所述模板施工辅助装置还包括施工导轨,所述施工导轨用于安装于所述组合梁,且沿所述组合梁的延伸方向设置,所述施工吊车可活动地设置于所述施工导轨,以沿施工导轨吊装连接于所述组合梁不同位置的所述模板主体。In combination with the second aspect, in a first implementation manner of the second aspect, the formwork construction auxiliary device further includes a construction guide rail, the construction guide rail is used to be installed on the composite beam, and along the extension direction of the composite beam The construction crane is movably arranged on the construction guide rail to hoist the formwork main body connected to different positions of the composite beam along the construction guide rail.

结合第二方面及其上述实现方式,在第二方面的第二种实现方式中,所述模板施工辅助装置还包括施工输送车,所述施工输送车可活动地设置于所述施工导轨,所述施工输送车能够沿所述施工导轨运动,以用于运输所述模板主体。In combination with the second aspect and the above implementation manner, in the second implementation manner of the second aspect, the formwork construction auxiliary device further includes a construction conveying vehicle, and the construction conveying vehicle is movably arranged on the construction guide rail, so The construction transport vehicle can move along the construction guide rail for transporting the formwork body.

第三方面,本发明实施例还提供了一种模板施工工艺,应用于所述的模板施工辅助装置,所述模板施工工艺包括:吊运所述模板主体至所述上翼板的外边缘处;铰接所述连接侧边和所述上翼板的外边缘;提拉所述支撑杆,并使得所述支撑杆远离所述模板主体的一端抵持于所述下翼板和所述腹板之间的夹角内,从而通过所述支撑杆支撑所述模板主体。In a third aspect, an embodiment of the present invention also provides a formwork construction process, which is applied to the formwork construction auxiliary device, and the formwork construction process includes: lifting the formwork main body to the outer edge of the upper wing plate ; Hinging the connecting side and the outer edge of the upper wing plate; Pulling the support rod, and making the end of the support rod away from the main body of the template abut against the lower wing plate and the web plate In the included angle between them, the template body is supported by the support rod.

结合第三方面,在第三方面的第一种实现方式中,所述模板施工工艺还包括:提拉所述悬挑侧边,同时由辅助通道提拉所述连接侧边,其中,所述辅助通道为浇筑组合梁上的桥面混凝土时所设置的贯穿通道,且所述辅助通道的一端朝向所述连接侧边;断开所述连接侧边与所述上翼板的连接,下放所述连接侧边,以使所述模板主体呈垂空状态;吊运所述自撑式悬挑模板至预设位置,以完成所述自撑式悬挑模板的拆除工作。With reference to the third aspect, in a first implementation manner of the third aspect, the formwork construction process further includes: pulling the cantilevered side edge, and simultaneously pulling the connecting side edge by the auxiliary channel, wherein the The auxiliary channel is the through channel set when pouring the bridge deck concrete on the composite beam, and one end of the auxiliary channel faces the connecting side; disconnect the connection between the connecting side and the upper wing plate, and lower the Connect the side edges so that the formwork body is in a vertical state; lift the self-supporting overhanging formwork to a preset position to complete the dismantling of the self-supporting overhanging formwork.

相比现有技术,本发明实施例提供的自撑式悬挑模板相对于现有技术的有益效果包括:Compared with the prior art, the beneficial effects of the self-supporting cantilever formwork provided by the embodiment of the present invention relative to the prior art include:

模板主体上相对的两个侧边分别为连接侧边和悬挑侧边,连接侧边与组合梁侧面的工字钢上翼板的外边缘铰接,支撑杆的一端铰接于悬挑侧边,另一端用于抵持于模板主体对应的工字钢的下翼板和腹板之间的夹角内,以通过支撑杆支撑模板主体,这样一来,在安装模板主体时,可先将铰接支撑杆的模板主体的连接侧边铰接于上翼板的外边缘,再于组合梁上提拉支撑杆,以使支撑杆远离悬挑侧边的一端抵持于对应的工字钢的下翼板和腹板之间的夹角内,而在拆卸模板主体时,可断开连接侧边与上翼板之间的连接,即可起吊模板主体,其安装拆卸均较便捷,且施工过程中无需施工人员于工字钢下方进行支模和拆模工作,其施工过程也具有较安全的特点。The two opposite sides on the main body of the formwork are the connecting side and the overhanging side respectively, the connecting side is hinged with the outer edge of the I-beam upper wing plate on the side of the composite beam, and one end of the support rod is hinged on the overhanging side. The other end is used to abut against the angle between the lower wing plate and the web of the I-beam corresponding to the formwork main body, so as to support the formwork main body through the support rod, so that when installing the formwork main body, the hinged joint can be The connecting side of the formwork body of the support rod is hinged to the outer edge of the upper wing plate, and then the support rod is lifted on the composite beam, so that the end of the support rod away from the cantilevered side is against the lower wing of the corresponding I-beam. When the main body of the formwork is disassembled, the connection between the connecting side and the upper wing plate can be disconnected, and the main body of the formwork can be lifted. There is no need for construction personnel to support and remove the formwork under the I-beam, and the construction process is also relatively safe.

本发明实施例提供的模板施工辅助装置及模板施工工艺相对于现有技术的有益效果与上述的自撑式悬挑模板相对于现有技术的有益效果相同,在此不再赘述。The beneficial effects of the formwork construction auxiliary device and the formwork construction process provided by the embodiments of the present invention relative to the prior art are the same as the beneficial effects of the above-mentioned self-supporting cantilevered formwork relative to the prior art, which will not be repeated here.

为使本发明的上述目的、特征及优点能更明显易懂,下文特举较佳实施例,并配合所附附图,作详细说明如下。In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, preferred embodiments are exemplified below, and are described in detail as follows in conjunction with the accompanying drawings.

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。对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the accompanying drawings required in the embodiments will be briefly introduced below. It is to be understood that the following drawings illustrate only certain embodiments of the invention and are therefore not to be considered limiting of its scope. For those of ordinary skill in the art, other related drawings can also be obtained from these drawings without any creative effort.

图1为本发明第一实施例提供的自撑式悬挑模板安装于组合梁时在一视角下的结构示意图。FIG. 1 is a schematic structural diagram of the self-supporting cantilever formwork provided by the first embodiment of the present invention when it is installed on a composite beam from a viewing angle.

图2为本发明第一实施例提供的自撑式悬挑模板安装于组合梁时在另一视角下的结构示意图。FIG. 2 is a schematic structural diagram of the self-supporting cantilever formwork provided by the first embodiment of the present invention when it is installed on a composite beam from another perspective.

图3为本发明第一实施例提供的自撑式悬挑模板的支撑杆的结构示意图。3 is a schematic structural diagram of a support rod of a self-supporting cantilever formwork provided by the first embodiment of the present invention.

图4为本发明第二实施例提供的模板施工辅助装置的结构示意图。FIG. 4 is a schematic structural diagram of a formwork construction auxiliary device provided by a second embodiment of the present invention.

图5为本发明第二实施例提供的模板施工辅助装置在安装模板主体时的结构示意图。FIG. 5 is a schematic structural diagram of the formwork construction auxiliary device provided by the second embodiment of the present invention when the formwork main body is installed.

图6为本发明第二实施例提供的模板施工辅助装置在拆卸模板主体时的结构示意图。6 is a schematic structural diagram of the formwork construction auxiliary device provided by the second embodiment of the present invention when the formwork main body is disassembled.

图7为本发明第三实施例提供的模板施工工艺的部分流程示意图。FIG. 7 is a partial schematic flow chart of a formwork construction process provided by a third embodiment of the present invention.

图8为本发明第三实施例提供的模板施工工艺的另一部分流程示意图。FIG. 8 is a schematic flow chart of another part of the formwork construction process provided by the third embodiment of the present invention.

图标:20-模板施工辅助装置;21-施工吊车;212-起吊钢绳;22-施工导轨;23-施工输送车;10-自撑式悬挑模板;11-模板主体;111-连接侧边;112-悬挑侧边;113-提拉孔;12-支撑杆;120-支撑端;121-第一抵持面;122-第二抵持面;123-伸缩调节部;125-提拉连接部;13-提拉件;15-防脱连接绳;900-组合梁;910-工字钢;912-上翼板;913-腹板;916-下翼板;920-桥面混凝土;921-辅助通道。Icon: 20- formwork construction auxiliary device; 21- construction crane; 212- lifting steel rope; 22- construction guide rail; 23- construction conveying vehicle; 10- self-supporting cantilever formwork; 11- formwork main body; 111- connecting side ; 112 - cantilever side; 113 - pull hole; 12 - support rod; 120 - support end; 121 - first abutting surface; 122 - second abutting surface; 123 - telescopic adjustment part; Connecting part; 13-pulling piece; 15-anti-drop connecting rope; 900-composite beam; 910-I-beam; 912-upper wing plate; 913-web plate; 916-lower wing plate; 920-bridge deck concrete; 921 - Auxiliary channel.

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 purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are some, but not all, embodiments of the present invention. The components of the embodiments of the invention generally described and illustrated in the drawings herein may be arranged and designed in a variety of different configurations.

应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。术语“上”、“下”、“内”、“外”、“左”、“右”等指示的方位或位置关系为基于附图所示的方位或位置关系,或者是该发明产品使用时惯常摆放的方位或位置关系,或者是本领域技术人员惯常理解的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的设备或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。术语“第一”、“第二”等仅用于区分描述,而不能理解为指示或暗示相对重要性。术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that like numerals and letters refer to like items in the following figures, so once an item is defined in one figure, it does not require further definition and explanation in subsequent figures. The orientation or positional relationship indicated by the terms "upper", "lower", "inner", "outer", "left", "right", etc. is based on the orientation or positional relationship shown in the accompanying drawings, or when the product of the invention is used. Orientation or positional relationship that is usually placed, or the orientation or positional relationship that is commonly understood by those skilled in the art, is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation , constructed and operated in a specific orientation, and therefore should not be construed as limiting the invention. The terms "first", "second", etc. are only used to differentiate the description and should not be construed to indicate or imply relative importance. The terms "comprising", "comprising" or any other variation thereof are intended to encompass non-exclusive inclusion such that a process, method, article or device comprising a list of elements includes not only those elements, but also other not expressly listed elements, or also include elements inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.

还需要说明的是,除非另有明确的规定和限定,“设置”、“连接”等术语应做广义理解,例如,“连接”可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接连接,也可以通过中间媒介间接连接,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明中的具体含义。It should also be noted that, unless otherwise expressly specified and limited, terms such as "arrangement" and "connection" should be understood in a broad sense, for example, "connection" may be a fixed connection, a detachable connection, or an integral connection ; It can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, and it can be the internal communication of two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.

下面结合附图,对本发明的具体实施方式进行详细说明。The specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

第一实施例:First embodiment:

请参阅图1和图2,图1为本发明第一实施例提供的自撑式悬挑模板10安装于组合梁900时在一视角下的结构示意图。图2为本发明第一实施例提供的自撑式悬挑模板10安装于组合梁900时在另一视角下的结构示意图。其中,组合梁900是指工字钢-混组合梁。Please refer to FIGS. 1 and 2 . FIG. 1 is a schematic structural diagram of the self-supporting cantilever formwork 10 according to the first embodiment of the present invention when it is installed on a composite beam 900 from a viewing angle. FIG. 2 is a schematic structural diagram of the self-supporting cantilever formwork 10 provided by the first embodiment of the present invention when it is installed on a composite beam 900 from another viewing angle. The composite beam 900 refers to an I-beam-concrete composite beam.

本发明第一实施例提供一种自撑式悬挑模板10,该自撑式悬挑模板10具有拆装较便捷,且施工较安全的特点。The first embodiment of the present invention provides a self-supporting cantilever formwork 10 , and the self-supporting cantilever formwork 10 has the characteristics of convenient disassembly and assembly and safer construction.

以下将具体介绍本发明第一实施例提供的自撑式悬挑模板10的结构组成、工作原理及有益效果。The structural composition, working principle and beneficial effects of the self-supporting cantilever formwork 10 provided by the first embodiment of the present invention will be described in detail below.

请参阅图1、图2及图3,图3为本发明第一实施例提供的自撑式悬挑模板10的支撑杆12的结构示意图。Please refer to FIG. 1 , FIG. 2 and FIG. 3 . FIG. 3 is a schematic structural diagram of the support rod 12 of the self-supporting cantilever formwork 10 according to the first embodiment of the present invention.

自撑式悬挑模板10包括模板主体11和支撑杆12,其通过支撑杆12支撑模板主体11,以方便模板主体11的安装和拆卸,其无需人工到组合梁900下方进行支模或拆模的工作,操作较便捷,且安全性较高。The self-supporting cantilever formwork 10 includes a formwork main body 11 and a support rod 12 , which supports the formwork main body 11 through the support rods 12 to facilitate the installation and disassembly of the formwork main body 11 , which does not require manual support or formwork removal under the composite beam 900 The operation is more convenient and the safety is higher.

具体的,模板主体11上相对的两个侧边分别为连接侧边111和悬挑侧边112,在本实施例中,模板主体11呈矩形,连接侧边111和悬挑侧边112为模板主体11上的两个不相邻的边缘,连接侧边111与组合梁900侧面的工字钢910上翼板912的外边缘铰接,其中,组合梁900的侧面是指组合梁900上的竖直侧面,组合梁900的两个竖直侧面上分别设置有一跟工字钢910,且两根工字钢910的上翼板912及下翼板916呈水平设置,此外,上翼板912的外边缘是指上翼板912上的远离组合梁900的边缘。Specifically, the two opposite sides of the template body 11 are the connecting side 111 and the overhanging side 112 respectively. In this embodiment, the template body 11 is rectangular, and the connecting side 111 and the overhanging side 112 are templates. The two non-adjacent edges on the main body 11 are hinged to the outer edge of the upper wing plate 912 of the I-beam 910 on the side of the composite beam 900. Straight side, two vertical sides of the composite beam 900 are respectively provided with an I-beam 910, and the upper wing plate 912 and the lower wing plate 916 of the two I-beams 910 are arranged horizontally. The outer edge refers to the edge on the upper wing plate 912 away from the composite beam 900 .

支撑杆12的一端铰接于悬挑侧边112,另一端用于抵持于模板主体11对应的工字钢910的下翼板916和腹板913之间的夹角内,以通过支撑杆12支撑模板主体11,使得模板主体11呈如图1所示的状态。One end of the support rod 12 is hinged to the cantilever side 112 , and the other end is used to abut against the angle between the lower wing plate 916 and the web 913 of the I-beam 910 corresponding to the formwork body 11 , so as to pass the support rod 12 The formwork body 11 is supported so that the formwork body 11 is in the state shown in FIG. 1 .

这样一来,在安装模板主体11时,可先将铰接支撑杆12的模板主体11的连接侧边111铰接于上翼板912的外边缘,再于组合梁900上提拉支撑杆12,以使支撑杆12远离悬挑侧边112的一端抵持于对应的工字钢910的下翼板916和腹板913之间的夹角内,而在拆卸模板主体11时,可断开连接侧边111与上翼板912之间的连接,即可起吊模板主体11,其安装拆卸均较便捷,且施工过程中无需施工人员于工字钢910下方进行支模和拆模工作,其施工过程也具有较安全的特点。In this way, when installing the formwork body 11 , the connecting side 111 of the formwork body 11 of the hinged support rod 12 can be hinged to the outer edge of the upper wing plate 912 , and then the support rod 12 can be lifted on the composite beam 900 to The end of the support rod 12 away from the cantilever side 112 is pressed against the angle between the lower wing plate 916 and the web 913 of the corresponding I-beam 910, and when the formwork body 11 is disassembled, the connection side can be disconnected The connection between the side 111 and the upper wing plate 912 can lift the formwork main body 11, its installation and disassembly are relatively convenient, and the construction process does not require the construction personnel to perform formwork support and formwork under the I-beam 910. The construction process It is also safer.

进一步地,支撑杆12远离模板主体11为一端为支撑端120,该支撑端120的端面可具有呈夹角设置的第一抵持面121和第二抵持面122,且第一抵持面121用于与工字钢910的腹板913的侧面抵持,第二抵持面122用于与工字钢910的下翼板916的顶面抵持,换言之,支撑端120同时与工字钢910的腹板913及下翼板916的顶面抵持,以通过面与面的抵持方式来提高支撑杆12抵持于工字钢910的稳定性,从而提高模板主体11的稳定性。Further, one end of the support rod 12 away from the formwork main body 11 is a support end 120 , and the end surface of the support end 120 may have a first abutting surface 121 and a second abutting surface 122 arranged at an included angle, and the first abutting surface 121 is used to abut against the side surface of the web 913 of the I-beam 910, and the second abutting surface 122 is used to abut the top surface of the lower wing plate 916 of the I-beam 910. The web 913 of the steel 910 and the top surface of the lower wing plate 916 are abutted, so as to improve the stability of the support rod 12 against the I-beam 910 through the surface-to-surface abutment method, thereby improving the stability of the formwork body 11 .

此外,该支撑杆12靠近模板主体11的一端还可设有伸缩调节部123,支撑杆12通过伸缩调节部123与悬挑侧边112铰接,且该伸缩调节部123能够伸长或者缩短,以调整悬挑侧边112高度,从而调整模板主体11于预设位置。In addition, the end of the support rod 12 close to the template main body 11 can also be provided with a telescopic adjustment part 123, the support rod 12 is hinged with the cantilever side 112 through the telescopic adjustment part 123, and the telescopic adjustment part 123 can be extended or shortened to Adjust the height of the cantilever side 112 to adjust the template body 11 to a preset position.

需要说明的是,伸缩调节部123可为正反丝调节杆,即伸缩调节部123为套筒和两节螺纹连接于套筒两端的丝杆组成的结构,通过沿不同的方向转动套筒,以使两节丝杆相互靠近或相互远离,以达到调节支撑杆12长度的效果;当然,在其他实施例中,伸缩调节部123也可为其他可伸缩的结构,本实施例对其结构形式不作限制。It should be noted that the telescopic adjusting part 123 can be a positive and negative wire adjusting rod, that is, the telescopic adjusting part 123 is a structure composed of a sleeve and two screw rods threadedly connected to both ends of the sleeve. By rotating the sleeve in different directions, In order to make the two sections of the screw rods close to each other or away from each other, so as to achieve the effect of adjusting the length of the support rod 12; of course, in other embodiments, the telescopic adjustment part 123 can also be other telescopic structures, and this embodiment has its structural form. No restrictions apply.

进一步地,支撑杆12上可设有提拉连接部125,模板主体11上可开设有提拉孔113,而自撑式悬挑模板10还可包括提拉件13,提拉件13能够穿过提拉孔113,且与提拉连接部125连接,以提拉支撑杆12,从而带动支撑杆12相对于模板主体11转动,使得支撑杆12远离悬挑侧边112的一端位于腹板913和下翼板916之间的夹角内。这样一来,在安装模板主体11时,施工人员可于组合梁900上提拉连接于支撑杆12上的提拉连接部125的提拉件13,以实现带动支撑杆12移动,使得支撑端120抵持于腹板913和下翼板916之间的夹角内,其操作较安全。Further, the support rod 12 may be provided with a lifting connection portion 125, the template body 11 may be provided with a lifting hole 113, and the self-supporting cantilever template 10 may further include a lifting member 13, and the lifting member 13 can pass through. Pass through the pulling hole 113 and connect with the pulling connecting portion 125 to lift the support rod 12, thereby driving the support rod 12 to rotate relative to the formwork main body 11, so that the end of the support rod 12 away from the cantilever side 112 is located on the web 913 and the angle between the lower wing plate 916. In this way, when installing the formwork main body 11, the construction personnel can lift the pulling member 13 connected to the pulling connecting portion 125 on the support rod 12 on the composite beam 900, so as to drive the support rod 12 to move, so that the support end 120 abuts in the included angle between the web 913 and the lower wing plate 916, and its operation is relatively safe.

需要说明的是,在本实施例中,提拉件13为钢钎,其可穿过提拉孔113,并可拆卸地钩住提拉连接部125,施工人员于组合梁900上方操作提拉件13,以完成移动支撑端120于腹板913和下翼板916之间的夹角内的动作,当然,在其他实施例中,提拉件13也可为钢绳或设置于组合梁900上的辅助提拉驱动件等。It should be noted that, in this embodiment, the pulling member 13 is a steel brazing rod, which can pass through the pulling hole 113 and can be detachably hooked to the pulling connecting portion 125. The construction personnel operate the lifting above the composite beam 900. 13 to complete the action of moving the support end 120 within the included angle between the web 913 and the lower wing plate 916 , of course, in other embodiments, the pulling member 13 can also be a steel rope or is arranged on the composite beam 900 Auxiliary pull-up drives etc.

进一步地,模板主体11的数量可为多个,且多个模板主体11排列设置,且相邻的模板主体11的悬挑侧边112相互连接,从而提高模板主体11的稳定性。Further, the number of formwork bodies 11 may be multiple, and the plurality of formwork bodies 11 are arranged in an array, and the cantilevered sides 112 of adjacent formwork bodies 11 are connected to each other, thereby improving the stability of the formwork bodies 11 .

需要说明的是,在本实施例中,悬挑侧边112上设置有插销孔(图未标),通过插销可拆卸地插入相邻的模板主体11上的插销孔来连接相邻的模板主体11,以便于安装和拆除。It should be noted that, in this embodiment, the cantilever side 112 is provided with a latch hole (not shown in the figure), and the adjacent formwork main bodies are connected by detachably inserting the latch into the latching pin hole on the adjacent formwork main body 11 11 for easy installation and removal.

进一步地,自撑式悬挑模板10还可包括防脱连接绳15,该防脱连接绳15能够与悬挑侧边112连接,且用于与组合梁900上的钢筋连接,以在安装或拆除模板主体11时,防止模板主体11突然掉落,进一步提高安全性。Further, the self-supporting cantilever formwork 10 may further include an anti-drop connecting rope 15, which can be connected to the cantilever side edge 112 and used to connect with the steel bars on the composite beam 900 for installation or When the formwork main body 11 is removed, the formwork main body 11 is prevented from falling suddenly, thereby further improving the safety.

本发明第一实施例提供的自撑式悬挑模板10的工作原理是:The working principle of the self-supporting cantilever formwork 10 provided by the first embodiment of the present invention is as follows:

模板主体11上相对的两个侧边分别为连接侧边111和悬挑侧边112,连接侧边111与组合梁900侧面的工字钢910上翼板912的外边缘铰接,支撑杆12的一端铰接于悬挑侧边112,另一端用于抵持于模板主体11对应的工字钢910的下翼板916和腹板913之间的夹角内,以通过支撑杆12支撑模板主体11,这样一来,在安装模板主体11时,可先将铰接支撑杆12的模板主体11的连接侧边111铰接于上翼板912的外边缘,再于组合梁900上提拉支撑杆12,以使支撑杆12远离悬挑侧边112的一端抵持于对应的工字钢910的下翼板916和腹板913之间的夹角内,而在拆卸模板主体11时,可断开连接侧边111与上翼板912之间的连接,即可起吊模板主体11,其安装拆卸均较便捷,且施工过程中无需施工人员于工字钢910下方进行支模和拆模工作,其施工过程也具有较安全的特点。The two opposite sides on the formwork main body 11 are the connecting side 111 and the cantilevered side 112 respectively. One end is hinged to the cantilever side 112 , and the other end is used to abut against the angle between the lower wing plate 916 and the web 913 of the I-beam 910 corresponding to the formwork body 11 , so as to support the formwork body 11 through the support rod 12 In this way, when installing the formwork body 11, the connecting side 111 of the formwork body 11 of the hinged support rod 12 can be hinged to the outer edge of the upper wing plate 912, and then the support rod 12 can be lifted on the composite beam 900, In order to make the end of the support rod 12 away from the cantilever side 112 abut against the angle between the lower wing plate 916 and the web 913 of the corresponding I-beam 910, the connection can be disconnected when the formwork body 11 is disassembled. The connection between the side 111 and the upper wing plate 912 can lift the formwork main body 11, its installation and disassembly are relatively convenient, and the construction process does not require the construction personnel to perform formwork support and formwork under the I-beam 910. The process is also more secure.

综上所述:In summary:

本发明第一实施例提供一种自撑式悬挑模板10,其具有拆装较便捷,且施工较安全的特点。The first embodiment of the present invention provides a self-supporting cantilever formwork 10, which has the characteristics of convenient disassembly and assembly and safer construction.

第二实施例:Second embodiment:

请参阅图4、图5及图6,图4为本发明第二实施例提供的模板施工辅助装置20的结构示意图。图5为本发明第二实施例提供的模板施工辅助装置20在安装模板主体11时的结构示意图。图6为本发明第二实施例提供的模板施工辅助装置20在拆卸模板主体11时的结构示意图。Please refer to FIG. 4 , FIG. 5 and FIG. 6 . FIG. 4 is a schematic structural diagram of the formwork construction auxiliary device 20 provided by the second embodiment of the present invention. FIG. 5 is a schematic structural diagram of the formwork construction auxiliary device 20 provided by the second embodiment of the present invention when the formwork main body 11 is installed. FIG. 6 is a schematic structural diagram of the formwork construction auxiliary device 20 provided by the second embodiment of the present invention when the formwork main body 11 is disassembled.

本发明第二实施例提供一种模板施工辅助装置20,该模板施工辅助装置20用于辅助安装自撑式悬挑模板10,其也具有拆装较便捷,且施工较安全的特点。The second embodiment of the present invention provides a formwork construction auxiliary device 20. The formwork construction auxiliary device 20 is used to assist in the installation of the self-supporting cantilever formwork 10, which also has the characteristics of convenient disassembly and assembly and safer construction.

该模板施工辅助装置20包括施工吊车21,该施工吊车21可活动地设置于组合梁900上,且施工吊车21能够与悬挑侧边112连接,以吊起模板主体11运动,以在安装模板主体11时,吊起模板主体11运动至工字钢910上翼板912的外边缘位置,在拆卸模板主体11时,通过吊起模板主体11,避免模板主体11掉落,从而提高模板主体11拆装的便捷性以及安全性,且还可将模板主体11吊运至组合梁900上。The formwork construction auxiliary device 20 includes a construction crane 21 , the construction crane 21 is movably arranged on the composite beam 900 , and the construction crane 21 can be connected with the cantilever side 112 to hoist the formwork main body 11 for movement to install the formwork When the main body 11 is lifted, the formwork main body 11 is moved to the outer edge position of the upper wing plate 912 of the I-beam 910. When the formwork main body 11 is disassembled, the formwork main body 11 is prevented from falling by hoisting the formwork main body 11, thereby improving the formwork main body 11. The convenience and safety of disassembly and assembly, and the formwork main body 11 can also be hoisted to the composite beam 900 .

需要说明的是,在本实施例中,施工吊车21为悬臂吊机,其能够旋转,以配合吊臂来带动悬挑模板运动。It should be noted that, in this embodiment, the construction crane 21 is a cantilever crane, which can be rotated so as to cooperate with the jib to drive the cantilevered formwork to move.

进一步地,模板施工辅助装置20还可包括施工导轨22,施工导轨22用于安装于组合梁900,且施工导轨22沿组合梁900的延伸方向设置,施工吊车21可活动地设置于施工导轨22,以沿施工导轨22吊装连接于组合梁900不同位置的模板主体11。Further, the formwork construction auxiliary device 20 may further include a construction guide rail 22, the construction guide rail 22 is used to be installed on the composite beam 900, and the construction guide rail 22 is arranged along the extension direction of the composite beam 900, and the construction crane 21 is movably arranged on the construction guide rail 22. , so as to hoist the formwork main body 11 connected to the different positions of the composite beam 900 along the construction guide rail 22 .

此外,模板施工辅助装置20还可包括施工输送车23,施工输送车23可活动地设置于施工导轨22,施工输送车23能够沿施工导轨22运动,以用于运输模板主体11。In addition, the formwork construction auxiliary device 20 may further include a construction conveying vehicle 23 , which is movably arranged on the construction guide rail 22 , and can move along the construction guide rail 22 for transporting the formwork main body 11 .

在安装模板主体11时,可通过施工吊车21将模板主体11由施工运输车上吊运至靠近上翼板912外边缘的位置,以便于开始自撑式悬挑模板10的安装工作,安装前先将防脱连接绳15与组合梁900上的钢筋连接,防止模板主体11突然掉落;当连接侧边111靠近上翼板912的外边缘时,铰接连接侧边111和上翼板912;下放模板主体11,同时通过提拉件13提拉支撑杆12,以使支撑杆12撑在工字钢910的下翼板916和腹板913的直角处,模板主体11基本到位且支撑杆12起到支撑作用时,施工人员通过转动伸缩调节部123来微调模板主体11高度,以使模板主体11位于预设位置,再与相邻的模板主体11连接,拆除模板主体11与施工吊车21的起吊钢绳212,完成模板主体11的安装。When installing the formwork main body 11, the formwork main body 11 can be lifted from the construction transport vehicle to a position close to the outer edge of the upper wing plate 912 by the construction crane 21, so as to start the installation work of the self-supporting cantilever formwork 10. Connect the anti-falling connecting rope 15 to the steel bars on the composite beam 900 to prevent the formwork main body 11 from falling suddenly; when the connecting side 111 is close to the outer edge of the upper wing plate 912, the side edge 111 and the upper wing plate 912 are hingedly connected; The formwork main body 11 and the support rod 12 are pulled up by the pulling member 13 at the same time, so that the support rod 12 is supported at the right angle between the lower wing plate 916 of the I-beam 910 and the web 913, the formwork main body 11 is basically in place and the support rod 12 is lifted When the support function is reached, the construction personnel fine-tune the height of the formwork body 11 by rotating the telescopic adjustment part 123 so that the formwork body 11 is located at the preset position, and then connects with the adjacent formwork body 11, and removes the formwork body 11 and the construction crane 21. The steel wire 212 completes the installation of the formwork body 11 .

而在拆卸模板主体11时,首先将防脱连接绳15与组合梁900上的浇筑完毕的桥面混凝土920上的锚点连接,防止模板突然掉落;再连接模板主体11的悬挑侧边112和施工吊车21的起吊钢绳212连接,再由辅助通道921伸入提拉件13,以牵引住模板主体11的连接侧边111,其中,辅助通道921为在浇筑桥面混凝土920时设置的与连接侧边111相对应的通孔,断开连接侧边111与上翼板912之间的连接,再逐渐下放模板主体11,直至模板主体11呈垂空状态,如图6所示;随后用施工吊车21将模板主体11提升上来后放置在施工运输车上,由施工运输车运输到另一位置进行模板主体11的安装,以实现循环利用。When dismantling the formwork main body 11, firstly connect the anti-drop connecting rope 15 to the anchor point on the poured bridge deck concrete 920 on the composite beam 900 to prevent the formwork from falling suddenly; then connect the cantilevered side of the formwork main body 11 112 is connected with the hoisting steel rope 212 of the construction crane 21, and then extends into the pulling member 13 through the auxiliary channel 921 to pull the connecting side 111 of the formwork main body 11, wherein the auxiliary channel 921 is set when the bridge deck concrete 920 is poured The through hole corresponding to the connecting side 111 is disconnected, and the connection between the connecting side 111 and the upper wing plate 912 is disconnected, and then the formwork body 11 is gradually lowered until the formwork body 11 is in a vertical state, as shown in Figure 6; Subsequently, the formwork body 11 is lifted up by the construction crane 21 and then placed on the construction transport vehicle, and transported by the construction transporter to another location for installation of the formwork body 11 to realize recycling.

本发明第二实施例提供的模板施工辅助装置20的工作原理是:The working principle of the formwork construction auxiliary device 20 provided by the second embodiment of the present invention is:

通过施工运输车运输自撑式悬挑模板10,施工吊车21将自撑式悬挑模板10由施工运输车上吊运至靠近上翼板912外边缘的位置,以便于开始自撑式悬挑模板10的安装工作。而在拆卸模板主体11时,通过施工吊车21连接模板主体11的悬挑侧边112,以提拉模板主体11,保持模板主体11的位置,并通过施工吊车21将模板主体11提升至组合梁900上的施工运输车上,由施工运输车运输到另一位置进行模板主体11的安装。The self-supporting cantilever formwork 10 is transported by the construction truck, and the construction crane 21 lifts the self-supporting cantilever formwork 10 from the construction truck to a position close to the outer edge of the upper wing plate 912 so as to start the self-supporting cantilever formwork 10 installation work. When the formwork main body 11 is disassembled, the cantilevered side 112 of the formwork main body 11 is connected by the construction crane 21 to lift the formwork main body 11 to maintain the position of the formwork main body 11 , and the formwork main body 11 is lifted to the composite beam by the construction crane 21 On the construction transport vehicle on the 900, the construction transport vehicle transports it to another location for the installation of the formwork main body 11.

综上所述:In summary:

本发明第二实施例提供一种模板施工辅助装置20,其也具有拆装较便捷,且施工较安全的特点。The second embodiment of the present invention provides a formwork construction auxiliary device 20, which also has the characteristics of convenient disassembly and assembly and safer construction.

第三实施例:Third embodiment:

请参阅图7,图7为本发明第三实施例提供的模板施工工艺的部分流程示意图。Please refer to FIG. 7 . FIG. 7 is a schematic flowchart of a part of the template construction process provided by the third embodiment of the present invention.

本发明第三实施例提供一种模板施工工艺,该模板施工工艺应用于上述实施例中的辅助施工装置,以用于安装及拆除自撑式悬挑模板10,该模板施工工艺也具有拆装较便捷,且施工较安全的特点。The third embodiment of the present invention provides a formwork construction process. The formwork construction process is applied to the auxiliary construction device in the above-mentioned embodiment to install and remove the self-supporting cantilever formwork 10. The formwork construction process also has the disassembly and assembly process. It is more convenient and safer to construct.

需要说明的是,本实施例所提供的模板施工工艺,其基本原理及产生的技术效果和上述实施例相同,为简要描述,本实施例部分未提及之处,可参考上述的实施例中相应内容。It should be noted that the basic principles and the technical effects of the formwork construction process provided in this embodiment are the same as those in the above-mentioned embodiments. corresponding content.

该模板施工工艺包括:The formwork construction process includes:

步骤S101:吊运模板主体11至上翼板912的外边缘处。以便于开始自撑式悬挑模板10的安装工作,且在安装前,可先将防脱连接绳15与组合梁900的上的钢筋连接,以防止模板主体11突然掉落,提高安全性。Step S101 : lifting the formwork main body 11 to the outer edge of the upper wing plate 912 . In order to start the installation of the self-supporting cantilever formwork 10, and before installation, the anti-drop connecting rope 15 can be connected to the steel bars on the composite beam 900 to prevent the formwork body 11 from falling suddenly and improve safety.

步骤S102:铰接连接侧边111和上翼板912的外边缘。在连接侧边111靠近上翼板912的外边缘时,铰接连接侧边111和上翼板912,以便于下方模板主体11,进一步提高安装模板主体11的安全性。Step S102 : hingedly connecting the side edge 111 and the outer edge of the upper wing plate 912 . When the connecting side edge 111 is close to the outer edge of the upper wing plate 912 , the side edge 111 and the upper wing plate 912 are hingedly connected, so as to facilitate the lower formwork body 11 and further improve the safety of installing the formwork body 11 .

步骤S103:提拉支撑杆12,并使得支撑杆12远离模板主体11的一端抵持于下翼板916和腹板913之间的夹角内。以通过支撑杆12支撑模板主体11,其支模动作较简单,且只需在组合梁900上进行操作,安全性较高,此外,施工人员还可通过转动伸缩调节部123来微调模板主体11高度,以使模板主体11位于预设位置,并再连接相邻的模板主体11,之后再拆除模板主体11与施工吊车21的起吊钢绳212,以完成模板主体11的安装。Step S103 : Pull the support rod 12 , and make the end of the support rod 12 away from the formwork main body 11 abut within the included angle between the lower wing plate 916 and the web 913 . The formwork body 11 is supported by the support rod 12 , the formwork support action is relatively simple, and only needs to be operated on the composite beam 900 , and the safety is high. In addition, the construction personnel can also fine-tune the formwork body 11 by rotating the telescopic adjustment part 123 . height, so that the formwork main body 11 is located at the preset position, and then the adjacent formwork main body 11 is connected, and then the formwork main body 11 and the lifting wire 212 of the construction crane 21 are removed to complete the installation of the formwork main body 11 .

请参阅图8,图8为本发明第三实施例提供的模板施工工艺的另一部分流程示意图。Please refer to FIG. 8 . FIG. 8 is a schematic flowchart of another part of the formwork construction process provided by the third embodiment of the present invention.

模板施工工艺还可包括拆除模板主体11的部分:The formwork construction process may also include removing parts of the formwork body 11:

步骤S104:提拉悬挑侧边112,同时由辅助通道921提拉连接侧边111。从而保持模板主体11的位置,此外,在提拉连接侧边111之前,还可先将防脱连接绳15与组合梁900上的完成浇筑的桥面混凝土920上的锚点连接,以防止模板突然掉落。Step S104 : the cantilevered side 112 is pulled up, and the connecting side 111 is pulled up by the auxiliary channel 921 at the same time. Thereby, the position of the formwork body 11 is maintained. In addition, before the connecting side 111 is pulled up, the anti-drop connecting rope 15 can also be connected to the anchor point on the finished bridge deck concrete 920 on the composite beam 900 to prevent the formwork sudden drop.

步骤S105:断开连接侧边111与上翼板912的连接,下放连接侧边111,以使模板主体11呈垂空状态。如图6所示,以便于施工吊车21转运模板主体11。Step S105: Disconnect the connection side 111 from the upper wing plate 912, and lower the connection side 111, so that the template body 11 is in a vertical state. As shown in FIG. 6 , it is convenient for the construction crane 21 to transfer the formwork body 11 .

步骤S106:吊运自撑式悬挑模板10至预设位置,以完成自撑式悬挑模板10的拆除工作。可由施工吊车21将模板主体11提升至组合梁900上,再放置在施工运输车上,由施工运输车运输到另一位置进行模板主体11的安装,以实现循环利用。Step S106 : lifting the self-supporting overhanging formwork 10 to a preset position to complete the dismantling of the self-supporting overhanging formwork 10 . The formwork main body 11 can be lifted to the composite beam 900 by the construction crane 21, placed on the construction transport vehicle, and transported by the construction transport vehicle to another location for installation of the formwork main body 11 to realize recycling.

本发明第三实施例提供的自撑式悬挑模板10的工作原理是:The working principle of the self-supporting cantilever formwork 10 provided by the third embodiment of the present invention is:

于组合梁900上进行吊运模板主体11至上翼板912的外边缘处的操作;于组合梁900上进行铰接连接侧边111和上翼板912的外边缘的操作;且于组合梁900上进行提拉支撑杆12,使得支撑杆12远离模板主体11的一端抵持于下翼板916和腹板913之间的夹角内的操作。其操作均较简单,且只需在组合梁900上进行,安全性较高。The operation of lifting the formwork body 11 to the outer edge of the upper wing plate 912 is performed on the composite beam 900 ; the operation of hingedly connecting the side 111 and the outer edge of the upper wing plate 912 is performed on the composite beam 900 ; The operation of pulling the support rod 12 is performed so that the end of the support rod 12 away from the formwork main body 11 abuts within the included angle between the lower wing plate 916 and the web 913 . The operations are relatively simple, and only need to be performed on the composite beam 900, and the safety is high.

综上所述:In summary:

本发明第三实施例提供一种模板施工工艺,其也具有拆装较便捷,且施工较安全的特点。The third embodiment of the present invention provides a formwork construction process, which also has the characteristics of convenient disassembly and assembly and safer construction.

以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,在不冲突的情况下,上述的实施例中的特征可以相互组合,本发明也可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。并且,应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the features of the above-mentioned embodiments can be combined with each other without conflict, and the present invention also Various modifications and variations are possible. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention. Also, the embodiments are to be regarded as exemplary and not restrictive, the scope of the invention being defined by the appended claims rather than the foregoing description, and are therefore intended to fall within the meaning and scope of equivalents to the claims All variations of are included in the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.

Claims (10)

1.一种自撑式悬挑模板,其特征在于,包括模板主体(11)和支撑杆(12);1. A self-supporting cantilever formwork, characterized in that it comprises a formwork main body (11) and a support rod (12); 所述模板主体(11)上相对的两个侧边分别为连接侧边(111)和悬挑侧边(112),所述连接侧边(111)与组合梁(900)侧面的工字钢(910)上翼板(912)的外边缘铰接;The two opposite sides on the formwork main body (11) are the connecting side (111) and the overhanging side (112) respectively, and the connecting side (111) and the I-beam on the side of the composite beam (900) (910) The outer edge of the upper wing plate (912) is hinged; 所述支撑杆(12)的一端铰接于所述悬挑侧边(112),另一端用于抵持于所述工字钢(910)的下翼板(916)和腹板(913)之间的夹角内,以通过所述支撑杆(12)支撑所述模板主体(11)。One end of the support rod (12) is hinged to the cantilever side (112), and the other end is used to abut against the lower wing plate (916) and the web (913) of the I-beam (910). The main body (11) of the template is supported by the support rod (12). 2.根据权利要求1所述的自撑式悬挑模板,其特征在于,所述支撑杆(12)远离所述模板主体(11)为一端为支撑端(120),所述支撑端(120)的端面具有呈夹角设置的第一抵持面(121)和第二抵持面(122),且所述第一抵持面(121)用于与所述腹板(913)的侧面抵持,所述第二抵持面(122)用于与所述下翼板(916)的顶面抵持。2. The self-supporting cantilever formwork according to claim 1, characterized in that, one end of the support rod (12) away from the formwork main body (11) is a support end (120), and the support end (120) ) has a first abutting surface (121) and a second abutting surface (122) arranged at an included angle, and the first abutting surface (121) is used for contacting the side surface of the web (913) Abutting, the second abutting surface (122) is used for abutting with the top surface of the lower wing plate (916). 3.根据权利要求1所述的自撑式悬挑模板,其特征在于,所述支撑杆(12)靠近所述模板主体(11)的一端设有伸缩调节部(123),所述支撑杆(12)通过所述伸缩调节部(123)与所述悬挑侧边(112)铰接;3. The self-supporting cantilever formwork according to claim 1, wherein a telescopic adjustment part (123) is provided at one end of the support rod (12) close to the formwork main body (11), and the support rod (12) Hinged with the cantilevered side edge (112) through the telescopic adjustment part (123); 所述伸缩调节部(123)能够伸长或者缩短,以调整所述悬挑侧边(112)高度。The telescopic adjustment portion (123) can be extended or shortened to adjust the height of the cantilevered side edge (112). 4.根据权利要求1所述的自撑式悬挑模板,其特征在于,所述支撑杆(12)上设有提拉连接部(125),所述模板主体(11)上开设有提拉孔(113);4. The self-supporting cantilever formwork according to claim 1, characterized in that, a pull-up connecting portion (125) is provided on the support rod (12), and a pull-up connection portion (125) is provided on the formwork main body (11) hole(113); 所述自撑式悬挑模板(10)还包括提拉件(13),所述提拉件(13)能够穿过所述提拉孔(113),且与提拉连接部(125)连接,以提拉所述支撑杆(12),从而带动所述支撑杆(12)相对于所述模板主体(11)转动,使得支撑杆(12)远离所述悬挑侧边(112)的一端位于所述腹板(913)和所述下翼板(916)之间的夹角内。The self-supporting cantilever formwork (10) further comprises a pulling member (13), and the pulling member (13) can pass through the pulling hole (113) and is connected with the pulling connecting portion (125) , to pull the support rod (12), thereby driving the support rod (12) to rotate relative to the template body (11), so that the support rod (12) is away from the end of the cantilevered side (112) Located within the included angle between the web (913) and the lower wing (916). 5.根据权利要求1所述的自撑式悬挑模板,其特征在于,所述模板主体(11)的数量为多个,多个所述模板主体(11)排列设置,且相邻的所述模板主体(11)的所述悬挑侧边(112)相互连接。5. The self-supporting cantilever formwork according to claim 1, wherein the number of the formwork main bodies (11) is plural, and the plurality of the formwork main bodies (11) are arranged in an array, and the adjacent ones The cantilevered sides (112) of the formwork body (11) are connected to each other. 6.根据权利要求1所述的自撑式悬挑模板,其特征在于,所述自撑式悬挑模板(10)还包括防脱连接绳(15),所述防脱连接绳(15)能够与所述悬挑侧边(112)连接,且用于与所述组合梁(900)上的钢筋连接。6. The self-supporting cantilever formwork according to claim 1, wherein the self-supporting cantilever formwork (10) further comprises an anti-drop connecting rope (15), and the anti-drop connecting rope (15) It can be connected with the cantilever side edge (112), and is used for connecting with the steel bars on the composite beam (900). 7.一种模板施工辅助装置,其特征在于,用于安装如权利要求1-6中任意一项所述的自撑式悬挑模板(10);7. A formwork construction auxiliary device, characterized in that, for installing the self-supporting cantilever formwork (10) as described in any one of claims 1-6; 所述模板施工辅助装置(20)包括施工吊车(21),所述施工吊车(21)用于可活动地设置于所述组合梁(900),且能够与所述悬挑侧边(112)连接,以用于吊起所述模板主体(11)运动。The formwork construction auxiliary device (20) comprises a construction crane (21), the construction crane (21) is movably arranged on the composite beam (900), and can be connected with the cantilevered side (112) connected for hoisting the template body (11) for movement. 8.根据权利要求7所述的模板施工辅助装置,其特征在于,所述模板施工辅助装置(20)还包括施工导轨(22),所述施工导轨(22)用于安装于所述组合梁(900),且沿所述组合梁(900)的延伸方向设置,所述施工吊车(21)可活动地设置于所述施工导轨(22),以沿施工导轨(22)吊装连接于所述组合梁(900)不同位置的所述模板主体(11)。8. The formwork construction auxiliary device according to claim 7, wherein the formwork construction auxiliary device (20) further comprises a construction guide rail (22), and the construction guide rail (22) is used for being installed on the composite beam (900), and is arranged along the extension direction of the composite beam (900), the construction crane (21) is movably arranged on the construction guide rail (22), so as to be hoisted and connected to the construction rail (22) along the construction rail (22). The formwork main body (11) at different positions of the composite beam (900). 9.根据权利要求8所述的模板施工辅助装置,其特征在于,所述模板施工辅助装置(20)还包括施工输送车(23),所述施工输送车(23)可活动地设置于所述施工导轨(22),所述施工输送车(23)能够沿所述施工导轨(22)运动,以用于运输所述模板主体(11)。9. The formwork construction auxiliary device according to claim 8, characterized in that, the formwork construction auxiliary device (20) further comprises a construction conveying vehicle (23), and the construction conveying vehicle (23) is movably arranged on the The construction guide rail (22) is provided, and the construction conveying vehicle (23) can move along the construction guide rail (22) for transporting the formwork main body (11). 10.一种模板施工工艺,其特征在于,应用于如权利要求7-9中任意一项所述的模板施工辅助装置,所述模板施工工艺包括:10. A formwork construction technique, characterized in that, applied to the formwork construction auxiliary device according to any one of claims 7-9, the formwork construction technique comprises: 吊运所述模板主体(11)至所述上翼板(912)的外边缘处;Lifting the formwork body (11) to the outer edge of the upper wing plate (912); 铰接所述连接侧边(111)和所述上翼板(912)的外边缘;Hinging the connecting side (111) and the outer edge of the upper wing plate (912); 提拉所述支撑杆(12),并使得所述支撑杆(12)远离所述模板主体(11)的一端抵持于所述下翼板(916)和所述腹板(913)之间的夹角内,从而通过所述支撑杆(12)支撑所述模板主体(11)。Pull the support rod (12), and make the end of the support rod (12) away from the formwork body (11) abut between the lower wing plate (916) and the web (913) The template body (11) is supported by the support rod (12).
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JP2009287285A (en) * 2008-05-29 2009-12-10 Nippon Steel & Sumikin Metal Products Co Ltd Support for overhanging floor slab
CN202954365U (en) * 2012-11-19 2013-05-29 天津二建建筑工程有限公司 Prefabricated detachable foundation pit ladder rest platform and diaphragm wall connection structure
CN203654695U (en) * 2013-10-30 2014-06-18 黑龙江省建设集团有限公司 Foldable support frame
CN105064670A (en) * 2015-07-31 2015-11-18 北京建工路桥工程建设有限责任公司 Exterior wall suspension board pouring form board erecting support
CN212742231U (en) * 2020-07-20 2021-03-19 成都华川公路建设集团有限公司 Self-supporting overhanging formwork and formwork construction auxiliary device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009287285A (en) * 2008-05-29 2009-12-10 Nippon Steel & Sumikin Metal Products Co Ltd Support for overhanging floor slab
CN202954365U (en) * 2012-11-19 2013-05-29 天津二建建筑工程有限公司 Prefabricated detachable foundation pit ladder rest platform and diaphragm wall connection structure
CN203654695U (en) * 2013-10-30 2014-06-18 黑龙江省建设集团有限公司 Foldable support frame
CN105064670A (en) * 2015-07-31 2015-11-18 北京建工路桥工程建设有限责任公司 Exterior wall suspension board pouring form board erecting support
CN212742231U (en) * 2020-07-20 2021-03-19 成都华川公路建设集团有限公司 Self-supporting overhanging formwork and formwork construction auxiliary device

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