[go: up one dir, main page]

CN216713818U - Shaped formwork supporting structure applied to limited space of adjacent buildings - Google Patents

Shaped formwork supporting structure applied to limited space of adjacent buildings Download PDF

Info

Publication number
CN216713818U
CN216713818U CN202220147136.5U CN202220147136U CN216713818U CN 216713818 U CN216713818 U CN 216713818U CN 202220147136 U CN202220147136 U CN 202220147136U CN 216713818 U CN216713818 U CN 216713818U
Authority
CN
China
Prior art keywords
component
supporting
support
embedded
template
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202220147136.5U
Other languages
Chinese (zh)
Inventor
赖嘉维
周江
梁全雷
袁金康
李亚诚
钟念章
谢发祥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Division South China Construction Co Ltd
Original Assignee
China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Division South China Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Fourth Engineering Division Corp Ltd, China Construction Fourth Engineering Division South China Construction Co Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN202220147136.5U priority Critical patent/CN216713818U/en
Application granted granted Critical
Publication of CN216713818U publication Critical patent/CN216713818U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a regularized template supporting structure applied to limited space of adjacent buildings, which comprises an embedded component, a supporting component and a template component, wherein the embedded component is embedded and fixed on a pouring bottom plate of the building in a way of forming a fixed inclination angle with the vertical direction, the embedded component is detachably connected with the supporting component through a threaded connection component, and the template component is arranged on one side of the supporting component close to the embedded component and is used as a support of a structure to be poured on the side surface of the pouring bottom plate of the building. The stereotyped template supporting structure can ensure the smooth formation of a pouring structure and solve the problem that the pouring operation is not easy to complete in the limited space of adjacent buildings in the prior art.

Description

一种运用于相邻建筑有限空间中的定型化模板支撑结构A typed formwork support structure used in the limited space of adjacent buildings

技术领域technical field

本实用新型涉及支撑结构技术领域,特别是涉及一种运用于相邻建筑有限空间中的定型化模板支撑结构。The utility model relates to the technical field of support structures, in particular to a shaped formwork support structure used in the limited space of adjacent buildings.

背景技术Background technique

目前,在项目地下室区域周边紧靠地下连廊工程中,地下室外墙与基坑支护结构距离较小,只有400mm左右宽度,而项目在地下室外墙外侧砖砌挡墙,并在挡墙上进行防水施工,由于空间狭小,无法进行双面模板支设及加固,且模板支撑不能采取对拉固定,并且,地下室梁板结构与外墙节点钢筋难施工,结构整体性难以保证。At present, in the project that is close to the underground corridor around the basement area of the project, the distance between the basement exterior wall and the foundation pit supporting structure is small, only about 400mm wide, while the project has a brick retaining wall outside the basement exterior wall, and is on the retaining wall. For waterproof construction, due to the narrow space, double-sided formwork support and reinforcement cannot be carried out, and the formwork support cannot be fixed by pulling. In addition, the basement beam-slab structure and the external wall joint reinforcement are difficult to construct, and the structural integrity is difficult to guarantee.

因此,需要提出一种新的支撑结构以满足实际施工的需要。Therefore, it is necessary to propose a new support structure to meet the needs of actual construction.

实用新型内容Utility model content

基于此,本实用新型的目的在于,提供一种运用于相邻建筑有限空间中的定型化模板支撑结构。Based on this, the purpose of the present invention is to provide a stereotyped formwork support structure used in the limited space of adjacent buildings.

一种运用于相邻建筑有限空间中的定型化模板支撑结构,包括预埋构件、支撑组件以及模板组件,其中,预埋构件与竖直方向成一固定倾角地预埋固定于建筑的浇注底板上,预埋构件上与支撑组件通过螺纹连接组件可拆卸地连接,模板组件设置于支撑组件靠预埋构件的一侧,以作为建筑的浇注底板侧面待浇注结构的支撑。A stereotyped formwork support structure applied in the limited space of adjacent buildings, comprising embedded components, support components and formwork components, wherein the embedded components are embedded and fixed on the pouring bottom plate of the building at a fixed inclination angle to the vertical direction. The pre-embedded component is detachably connected to the support component through a threaded connection component, and the formwork component is arranged on the side of the support component close to the pre-embedded component to serve as a support for the structure to be poured on the side of the pouring floor of the building.

本实用新型的定型化模板支撑结构,其能够运用于相邻建筑有限空间中,其中,在建筑的浇注底板上设置预埋构件,在施工过程中,通过螺纹连接组件将预埋构件与支撑组件连接,从而将支撑组件稳定固定,由于预埋构件与竖直方向成倾角地预埋在浇注底板上,从而其能够对支撑组件提供水平和竖直两个方向的固定约束力,在支撑组件固定后,设置在支撑组件侧部的模板组件作为浇注底板侧面待浇注结构的支撑,在本申请的定型化模板支撑结构固定后,可进行浇注底板侧部结构的浇注作业,浇注过程中,通过预埋件为支撑组件提供稳定的拉力,以抵抗浇注浆液在水平方向以及可能的竖直向上的抵压力,避免支撑组件发生位移,由此保证浇注结构的顺利形成,解决了现有技术中在相邻建筑的有限空间内不易完成浇注作业的问题。The stereotyped formwork support structure of the utility model can be used in the limited space of adjacent buildings, wherein the embedded components are arranged on the pouring bottom plate of the building, and during the construction process, the embedded components and the support components are connected by screw connection components. connection, so as to stably fix the support assembly. Since the embedded component is embedded on the casting base plate at an inclination angle to the vertical direction, it can provide the support assembly with fixed binding force in both horizontal and vertical directions. Then, the formwork assembly arranged on the side of the support assembly is used as the support for the structure to be casted on the side of the casting base plate. After the stereotyped formwork support structure of the present application is fixed, the casting operation of casting the side structure of the base plate can be carried out. The embedded part provides a stable pulling force for the support assembly to resist the pressing force of the pouring slurry in the horizontal direction and possibly the vertical upward direction, so as to avoid the displacement of the support assembly, thereby ensuring the smooth formation of the pouring structure and solving the problems in the prior art. It is difficult to complete the pouring operation in the limited space of the adjacent building.

优选地,预埋构件包括预埋件、连接螺母以及外连杆,其中,预埋件预埋固定于建筑的浇注底板上,连接螺母用于连接预埋件与外连杆,外连杆用于与支撑组件连接。Preferably, the pre-embedded component includes an embedded part, a connecting nut and an outer connecting rod, wherein the embedded part is pre-embedded and fixed on the casting bottom plate of the building, and the connecting nut is used to connect the embedded part and the outer connecting rod, and the outer connecting rod is used for connecting the embedded part and the outer connecting rod. connected to the support assembly.

优选地,预埋件包括水平段以及与水平段连接的倾斜段,倾斜段与外连杆共线设置,预埋件的倾斜段与竖直方向成夹角α,30°≤α≤60°。Preferably, the embedded part includes a horizontal section and an inclined section connected to the horizontal section, the inclined section and the outer connecting rod are arranged on the same line, and the inclined section of the embedded part forms an angle α with the vertical direction, 30°≤α≤60° .

优选地,支撑组件包括支撑架体,支撑架体的侧部设置有模板背楞以及背楞扣件,其中,模板背楞固定于支撑架体上,背楞扣件将模板背楞与模板组件连接。Preferably, the support assembly includes a support frame body, and the side of the support frame body is provided with a formwork back flute and a back flute fastener, wherein the formwork back flute is fixed on the support frame body, and the back flute fastener connects the formwork back flute with the formwork assembly. connect.

优选地,支撑架体由拼装构件拼装而成。Preferably, the support frame body is assembled by assembling members.

优选地,支撑架体内设置有连接块,连接块与预埋构件呈垂直设置,预埋构件垂直穿过连接块并通过螺纹连接组件连接。Preferably, a connecting block is provided in the support frame, the connecting block and the embedded member are vertically arranged, and the embedded member vertically passes through the connecting block and is connected by a screw connection assembly.

优选地,支撑组件还包括调平组件,调平组件与支撑架体连接,用于为支撑架体调平并支撑支撑架体。Preferably, the support assembly further includes a leveling assembly, which is connected to the support frame body for leveling and supporting the support frame body.

优选地,调平组件包括至少一第一螺纹调节座以及至少一第二螺纹调节座,其中,第一螺纹调节座设置在支撑架体靠模板组件的一侧,第二螺纹调节座设置在支撑架体远离模板组件的一侧。Preferably, the leveling assembly includes at least one first thread adjustment seat and at least one second thread adjustment seat, wherein the first thread adjustment seat is arranged on the side of the support frame body close to the template assembly, and the second thread adjustment seat is arranged on the support frame The side of the frame away from the formwork assembly.

优选地,支撑组件还包括移动滚轮,移动滚轮可转动地连接与支撑架体连接并设置在支撑架体的下方。Preferably, the support assembly further includes a moving roller, the moving roller is rotatably connected to the support frame body and disposed below the support frame body.

优选地,支撑组件还包括配重件,配重件设置于支撑架体上。Preferably, the support assembly further includes a counterweight, and the counterweight is arranged on the support frame body.

相对于现有技术,本实用新型的定型化模板支撑结构,能够运用在相邻建筑的有限、较小的空间中完成浇注作业,且支撑结构中,通过倾斜的预埋件的设置,使得整体支撑结构稳定、可靠,并且将支撑组件设置为拼接结构,便于组装和转移。Compared with the prior art, the stereotyped formwork support structure of the present invention can be used in the limited and small space of adjacent buildings to complete the pouring operation, and in the support structure, the inclined embedded parts are arranged to make the overall The supporting structure is stable and reliable, and the supporting components are arranged as a spliced structure, which is convenient for assembly and transfer.

为了更好地理解和实施,下面结合附图详细说明本实用新型。For better understanding and implementation, the present utility model is described in detail below with reference to the accompanying drawings.

附图说明Description of drawings

图1是本实用新型其中一实施例运用于相邻建筑有限空间中的定型化模板支撑结构的结构示意图。FIG. 1 is a schematic structural diagram of a stereotyped formwork support structure used in a limited space of adjacent buildings according to one embodiment of the present invention.

图2是本实用新型其中一实施例实施过程中第一步的示意图。FIG. 2 is a schematic diagram of the first step in the implementation process of one embodiment of the present invention.

图3是本实用新型其中一实施例实施过程中第二步和第二步的示意图。3 is a schematic diagram of the second step and the second step in the implementation process of one embodiment of the present invention.

图4是本实用新型其中一实施例实施过程中第四步的示意图。FIG. 4 is a schematic diagram of the fourth step in the implementation process of one embodiment of the present invention.

图5是本实用新型其中一实施例实施过程中第五步的示意图。FIG. 5 is a schematic diagram of the fifth step in the implementation process of one embodiment of the present invention.

附图标记:1、预埋构件;101、预埋件;1011、水平段;1012、倾斜段;102、连接螺母;103、外连杆;2、支撑组件;201、支撑架体;2011、模板背楞;2012、背楞扣件;2013、拼装构件;2014、连接块;3、模板组件;4、螺纹连接组件;401、紧固螺母;5、压梁;6、调平组件;601、第一螺纹调节座;602、第二螺纹调节座;7、移动滚轮;8、配重件;9、浇注底板;10、梁筋;11、梁板。Reference numerals: 1, embedded component; 101, embedded part; 1011, horizontal section; 1012, inclined section; 102, connecting nut; 103, outer connecting rod; 2, supporting assembly; 201, supporting frame body; 2011, Formwork back fluting; 2012, Back fluting fasteners; 2013, Assembled components; 2014, connecting blocks; 3, formwork components; 4, threaded connection components; 401, fastening nuts; 5, pressure beams; 6, leveling components; 601 , the first thread adjustment seat; 602, the second thread adjustment seat; 7, the moving roller; 8, the counterweight; 9, the casting bottom plate; 10, the beam reinforcement;

具体实施方式Detailed ways

在本说明书中提到或者可能提到的上、下、左、右、前、后、正面、背面、顶部、底部等方位用语是相对于其构造进行定义的,它们是相对的概念。因此,有可能会根据其所处不同位置、不同使用状态而进行相应地变化。所以,也不应当将这些或者其他的方位用语解释为限制性用语。Orientation terms such as upper, lower, left, right, front, rear, front, back, top, bottom, etc. mentioned or possibly mentioned in this specification are defined relative to their construction, and they are relative concepts. Therefore, it may be changed accordingly according to different positions and different usage states. Therefore, these and other terms of orientation should not be construed as limiting.

以下示例性实施例中所描述的实施方式并不代表与本公开相一致的所有实施方式。相反,它们仅是与本公开的一些方面相一致的实施方式的例子。The implementations described in the illustrative examples below are not intended to represent all implementations consistent with this disclosure. Rather, they are merely examples of implementations consistent with some aspects of the present disclosure.

在本公开使用的术语是仅仅出于描述特定实施例的目的,而非旨在限制本公开。在本公开中所使用的单数形式的“一种”、“所述”和“该”也旨在包括多数形式,除非上下文清楚地表示其他含义。还应当理解,本文中使用的术语“和/或”是指并包含一个或多个相关联的列出项目的任何或所有可能组合。The terminology used in the present disclosure is for the purpose of describing particular embodiments only and is not intended to limit the present disclosure. As used in this disclosure, the singular forms "a," "the," and "the" are intended to include the plural forms as well, unless the context clearly dictates otherwise. It will also be understood that the term "and/or" as used herein refers to and includes any and all possible combinations of one or more of the associated listed items.

如图1至图5所示,本实用新型涉及一种运用于相邻建筑有限空间中的定型化模板支撑结构,包括预埋构件1、支撑组件2以及模板组件3,其中,预埋构件1与竖直方向成一固定倾角地预埋固定于建筑的浇注底板9上,预埋构件1上与支撑组件2通过螺纹连接组件4可拆卸地连接,模板组件3设置于支撑组件2靠预埋构件1的一侧,以作为建筑的浇注底板9侧面待浇注结构的支撑。As shown in FIGS. 1 to 5 , the present invention relates to a stereotyped formwork support structure used in the limited space of adjacent buildings, comprising embedded components 1 , support components 2 and formwork components 3 , wherein the embedded component 1 It is pre-embedded and fixed on the pouring base plate 9 of the building at a fixed inclination with the vertical direction. The embedded component 1 is detachably connected to the support component 2 through the screw connection component 4. The formwork component 3 is arranged on the support component 2 by the embedded component. 1 side, as a support for the structure to be poured on the side of the pouring base plate 9 of the building.

本实用新型的定型化模板支撑结构,其能够运用于相邻建筑有限空间中,其中,在建筑的浇注底板9上设置预埋构件1,在施工过程中,通过螺纹连接组件4将预埋构件1与支撑组件2连接,从而将支撑组件2稳定固定,由于预埋构件1与竖直方向成倾角地预埋在浇注底板9上,从而其能够对支撑组件2提供水平和竖直两个方向的固定约束力,在支撑组件2固定后,设置在支撑组件2侧部的模板组件3作为浇注底板9侧面待浇注结构的支撑,在本申请的定型化模板支撑结构固定后,可进行浇注底板9侧部结构的浇注作业,浇注过程中,通过预埋件101为支撑组件2提供稳定的拉力,以抵抗浇注浆液在水平方向以及可能的竖直向上的抵压力,避免支撑组件2发生位移,由此保证浇注结构的顺利形成,解决了现有技术中在相邻建筑的有限空间内不易完成浇注作业的问题。The stereotyped formwork support structure of the present invention can be used in the limited space of adjacent buildings, wherein the embedded components 1 are arranged on the pouring bottom plate 9 of the building. 1 is connected to the support assembly 2, thereby stably fixing the support assembly 2. Since the embedded member 1 is pre-embedded on the casting bottom plate 9 at an inclination to the vertical direction, it can provide the support assembly 2 with both horizontal and vertical directions. After the support assembly 2 is fixed, the formwork assembly 3 arranged on the side of the support assembly 2 is used as the support for the structure to be poured on the side of the casting base plate 9. After the stereotyped formwork support structure of the present application is fixed, the casting base plate can be carried out. 9. During the pouring operation of the side structure, during the pouring process, the support assembly 2 is provided with a stable pulling force through the embedded parts 101 to resist the pressing force of the pouring slurry in the horizontal direction and the possible vertical upward, so as to avoid the displacement of the support assembly 2. Therefore, the smooth formation of the pouring structure is ensured, and the problem that the pouring operation is difficult to be completed in the limited space of the adjacent building in the prior art is solved.

进一步地,螺纹连接组件4可采用但不限于螺钉或螺栓螺母组件。Further, the threaded connection assembly 4 may be, but not limited to, a screw or a bolt and nut assembly.

优选地,预埋构件1包括预埋件101、连接螺母102以及外连杆103,其中,预埋件101预埋固定于建筑的浇注底板9上,连接螺母102用于连接预埋件101与外连杆103,外连杆103用于与支撑组件2连接。Preferably, the embedded component 1 includes an embedded component 101, a connecting nut 102 and an outer connecting rod 103, wherein the embedded component 101 is embedded and fixed on the casting bottom plate 9 of the building, and the connecting nut 102 is used to connect the embedded component 101 with The outer link 103 is used to connect with the support assembly 2 .

从而,这样的结构设置,一方面可使得预埋构件1整体成拼装的结构,在将预埋件101预埋后,再通过连接螺母102将外连杆103与预埋件101连接;另一方面,通过连接螺母102的调节和拼装,可选用不同长度、粗细的外连杆103,以根据实际情况进行灵活选用,满足多样的连接调整。Therefore, such a structure arrangement, on the one hand, can make the embedded member 1 as a whole into an assembled structure, after the embedded part 101 is embedded, the outer connecting rod 103 is connected with the embedded part 101 through the connecting nut 102; On the one hand, through the adjustment and assembly of the connecting nut 102, the outer connecting rod 103 of different lengths and thicknesses can be selected, so as to be flexibly selected according to the actual situation, so as to satisfy various connection adjustments.

优选地,预埋件101包括水平段1011以及与水平段1011连接的倾斜段1012,倾斜段1012与外连杆103共线设置,预埋件101的倾斜段1012与竖直方向成夹角α,30°≤α≤60°。Preferably, the embedded part 101 includes a horizontal section 1011 and an inclined section 1012 connected to the horizontal section 1011 , the inclined section 1012 and the outer link 103 are arranged on the same line, and the inclined section 1012 of the embedded part 101 forms an included angle α with the vertical direction , 30°≤α≤60°.

更优地,α选择45°。More preferably, α is chosen to be 45°.

通过将预埋构件1以α的角度进行预埋,提高支撑组件2连接后的稳定性,受力较佳。By pre-embedding the pre-embedded member 1 at an angle of α, the stability of the support assembly 2 after being connected is improved, and the force is better.

优选地,支撑组件2包括支撑架体201,支撑架体201的侧部设置有模板背楞2011以及背楞扣件2012,其中,模板背楞2011固定于支撑架体201上,背楞扣件2012将模板背楞2011与模板组件3连接。Preferably, the support assembly 2 includes a support frame body 201, and the side of the support frame body 201 is provided with a formwork back flute 2011 and a back flute fastener 2012, wherein the formwork back flute 2011 is fixed on the support frame body 201, and the back flute fastener 2012 Connect the formwork back 2011 to formwork assembly 3.

其中,进一步地,模板背楞2011可通过螺纹连接构件例如螺钉、螺栓组件固定于支撑架体201上,还可以通过铆接、焊接等方式固定在支撑架体201上。Wherein, further, the formwork back corrugation 2011 can be fixed on the support frame body 201 by threaded connection members such as screws and bolt assemblies, and can also be fixed on the support frame body 201 by riveting, welding or the like.

背楞扣件2012可采用现有的建筑连接扣件,其结构在此不再赘述。The back corrugated fastener 2012 can adopt the existing building connection fastener, and its structure will not be repeated here.

这样的结构设置,便于将模板组件3与支撑架体201组装,实际运用时,将模板组件3与支撑架体201组装后,再将预埋构件1与支撑架体201连接,由此形成稳定的支撑结构,为后续的浇注作业提供稳定的基础。Such a structure arrangement is convenient to assemble the formwork assembly 3 and the supporting frame body 201. In actual use, after assembling the formwork assembly 3 and the supporting frame body 201, the embedded member 1 is connected to the supporting frame body 201, thereby forming a stable The supporting structure provides a stable foundation for subsequent pouring operations.

优选地,支撑架体201由拼装构件2013拼装而成。Preferably, the support frame body 201 is assembled by assembling members 2013 .

具体地,本申请中,拼装构件2013通过螺栓螺母组件或者铆接组件拼装形成呈三角形的支撑架体201。Specifically, in the present application, the assembling member 2013 is assembled by a bolt and nut assembly or a riveting assembly to form a triangular support frame body 201 .

当然,支撑架体201还可以为矩形结构,但是,采用矩形结构时,支撑架体201的对角线上需固定连接有支撑杆,以提高支撑架体201整体的稳定性。Of course, the support frame body 201 may also have a rectangular structure. However, when a rectangular structure is adopted, a support rod needs to be fixedly connected to the diagonal line of the support frame body 201 to improve the overall stability of the support frame body 201 .

当然,在其他可能的实施方式中,支撑架体201还可以通过焊接或逐渐的方式将支撑架体201设置为一体。Of course, in other possible implementations, the support frame body 201 may also be integrated into the support frame body 201 by welding or gradually.

优选地,支撑架体201内设置有连接块2014,连接块2014与预埋构件1呈垂直设置,预埋构件1垂直穿过连接块2014并通过螺纹连接组件4连接。Preferably, the support frame body 201 is provided with a connecting block 2014 , the connecting block 2014 is vertically arranged with the embedded component 1 , and the embedded component 1 vertically passes through the connecting block 2014 and is connected by the screw connection assembly 4 .

通过这样设置,使得预埋构件1与连接块2014的连接稳定、可靠。With this arrangement, the connection between the embedded component 1 and the connection block 2014 is stable and reliable.

本申请中,螺纹连接组件4包括紧固螺母401,在连接块2014与紧固螺母401之间还设置有压梁5,这样的结构设置能够进一步地提高结构的连接强度。In the present application, the threaded connection assembly 4 includes a tightening nut 401, and a pressure beam 5 is further provided between the connection block 2014 and the tightening nut 401. Such a structural arrangement can further improve the connection strength of the structure.

优选地,支撑组件2还包括调平组件6,调平组件6与支撑架体201连接,用于为支撑架体201调平并支撑支撑架体201。Preferably, the support assembly 2 further includes a leveling assembly 6 , and the leveling assembly 6 is connected to the support frame body 201 for leveling the support frame body 201 and supporting the support frame body 201 .

通过调平组件6的设置,一方面能够提高支撑架体201的安装平稳度,另一方面,使得支撑架体201的组装后的水平精确度能够提高。By disposing the leveling assembly 6 , on the one hand, the installation stability of the support frame body 201 can be improved, and on the other hand, the assembled level accuracy of the support frame body 201 can be improved.

优选地,调平组件6包括至少一第一螺纹调节座601以及至少一第二螺纹调节座602,其中,第一螺纹调节座601设置在支撑架体201靠模板组件3的一侧,第二螺纹调节座602设置在支撑架体201远离模板组件3的一侧。Preferably, the leveling assembly 6 includes at least one first thread adjusting seat 601 and at least one second thread adjusting seat 602, wherein the first thread adjusting seat 601 is disposed on the side of the support frame body 201 close to the template assembly 3, and the second thread adjusting seat 601 The thread adjusting seat 602 is disposed on the side of the support frame body 201 away from the template assembly 3 .

通过成组设置的第一螺纹调节座601和第二螺纹调节座602,提高支撑架体201调节的灵活性以及便捷性。The flexibility and convenience of adjusting the support frame body 201 are improved by the first thread adjusting seat 601 and the second thread adjusting seat 602 arranged in groups.

具体地,第一螺纹调节座601、第二螺纹调节座602均包括与支撑架体201螺纹连接的螺纹杆(图中未标注)以及固定连接于螺纹杆底部的支撑垫(图中未标注),通过螺纹杆与支撑架体201的相对转动而调节其对支撑架体201的支撑高度。Specifically, the first threaded adjustment seat 601 and the second threaded adjustment seat 602 each include a threaded rod (not marked in the figure) threadedly connected to the support frame body 201 and a support pad (not marked in the figure) fixedly connected to the bottom of the threaded rod , the support height of the support frame body 201 is adjusted by the relative rotation of the threaded rod and the support frame body 201 .

优选地,支撑组件2还包括移动滚轮7,移动滚轮7可转动地连接与支撑架体201连接并设置在支撑架体201的下方。Preferably, the support assembly 2 further includes a moving roller 7 , and the moving roller 7 is rotatably connected to the support frame body 201 and disposed below the support frame body 201 .

移动滚轮7的设置便于支撑组件2和模板组件3在浇注前、后的转移,实际浇注施工时,由调平组件6将支撑架体201支撑,而移动滚轮7离地;浇注完成后,使移动滚轮7着地,使其能够承载支撑架体201而转移。The setting of the moving roller 7 is convenient for the transfer of the support assembly 2 and the template assembly 3 before and after pouring. During the actual pouring construction, the support frame body 201 is supported by the leveling assembly 6, and the moving roller 7 is lifted off the ground; The moving roller 7 touches the ground so that it can carry the support frame body 201 for transfer.

优选地,支撑组件2还包括配重件8,配重件8设置于支撑架体201上。Preferably, the support assembly 2 further includes a counterweight 8 , and the counterweight 8 is disposed on the support frame body 201 .

配重件8的设置使得支撑架体201在浇注过程中能够更加稳定,进一步避免支撑架体201在浇注过程中发生位移的可能,进一步保证浇注过程的顺利进行。The setting of the counterweight 8 makes the support frame body 201 more stable during the casting process, further avoids the possibility of displacement of the support frame body 201 during the casting process, and further ensures the smooth progress of the casting process.

本实用新型的实施过程以及原理为:The implementation process and principle of the present utility model are:

请参考图2~图5,第一步,浇注形成建筑的浇注底板9,并将预埋构件1预埋于浇注底板9中;Please refer to FIG. 2 to FIG. 5 , the first step is to form the pouring bottom plate 9 of the building by pouring, and pre-embed the pre-embedded component 1 in the pouring bottom plate 9;

第二步,组装连接支撑组件2以及模板组件3以形成完整的定型化模板支撑结构;The second step is to assemble and connect the support assembly 2 and the formwork assembly 3 to form a complete stereotyped formwork support structure;

第三步,浇注形成侧向的浇注结构;The third step, pouring to form a lateral pouring structure;

第四步,将定型化模板支撑结构中的支撑组件2与模板组件3拆离,在前一步所得的浇注结构的基础上预埋梁筋10,参照第一步,将预埋构件1与预埋梁筋10固定后,浇注形成结构梁板11;The fourth step is to detach the support assembly 2 and the template assembly 3 in the stereotyped formwork support structure, and pre-embed the beam bars 10 on the basis of the casting structure obtained in the previous step. After the embedded beam reinforcement 10 is fixed, the structural beam plate 11 is formed by pouring;

第五步,在形成的结构梁板11上循环以上第二步、第三步的动作。The fifth step is to circulate the actions of the second and third steps above on the formed structural beam plate 11 .

由此,能够在相邻建筑的有限空间中形成浇注结构。Thereby, the casting structure can be formed in the limited space of the adjacent building.

相对于现有技术,本实用新型的定型化模板支撑结构,能够运用在相邻建筑的有限、较小的空间中完成浇注作业,且支撑结构中,通过倾斜的预埋件101的设置,使得整体支撑结构稳定、可靠,并且将支撑组件2设置为拼接结构,便于组装和转移。Compared with the prior art, the stereotyped formwork support structure of the present invention can be used in the limited and small space of adjacent buildings to complete the pouring operation, and in the support structure, the inclined embedded parts 101 are arranged to make The overall support structure is stable and reliable, and the support assembly 2 is set as a spliced structure, which is convenient for assembly and transfer.

本实用新型的定型化模板支撑结构具有适用性强、使用简便、较易推广的特点。The stereotyped template support structure of the utility model has the characteristics of strong applicability, convenient use and easy popularization.

以上所述实施例仅表达了本实用新型的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对实用新型专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干变形和改进,这些都属于本实用新型的保护范围。The above-mentioned embodiments only represent several embodiments of the present utility model, and the descriptions thereof are specific and detailed, but should not be construed as a limitation on the scope of the utility model patent. It should be pointed out that for those of ordinary skill in the art, some modifications and improvements can be made without departing from the concept of the present invention, which all belong to the protection scope of the present invention.

Claims (10)

1. The utility model provides a what apply to in adjacent building finite space regularization template bearing structure which characterized in that: including pre-buried component, supporting component and template component, wherein, pre-buried component becomes on the pre-buried pouring bottom plate that is fixed in the building of a fixed inclination with vertical direction, on the pre-buried component with supporting component passes through threaded connection subassembly detachably and connects, template component set up in supporting component leans on one side of pre-buried component to treat the support of pouring structure as the pouring bottom plate side of building.
2. The modular formwork support structure of claim 1, wherein: the embedded member comprises an embedded part, a connecting nut and an outer connecting rod, wherein the embedded part is embedded and fixed on a pouring bottom plate of a building, the connecting nut is used for connecting the embedded part with the outer connecting rod, and the outer connecting rod is used for connecting with the supporting component.
3. The stylized formwork support structure of claim 2, wherein: the embedded part comprises a horizontal section and an inclined section connected with the horizontal section, the inclined section and the outer connecting rod are arranged in a collinear manner, an included angle alpha is formed between the inclined section of the embedded part and the vertical direction, and alpha is more than or equal to 30 degrees and less than or equal to 60 degrees.
4. The modular formwork support structure of any one of claims 1-3, wherein: the supporting component is including supporting the support body, the lateral part of supporting the support body is provided with the stupefied and the stupefied fastener of the back of the body of template, wherein, the template is stupefied to be fixed in on the back of the body of supporting the support body, the stupefied fastener of the back of the body will the template back of the body stupefied with the template component is connected.
5. The stylized formwork support structure of claim 4, wherein: the support frame body is formed by assembling assembly components.
6. The modular formwork support structure of claim 4, wherein: the support frame is internally provided with a connecting block, the connecting block and the embedded component are vertically arranged, and the embedded component vertically penetrates through the connecting block and passes through the threaded connection assembly for connection.
7. The modular formwork support structure of claim 4, wherein: the supporting component further comprises a leveling component, and the leveling component is connected with the supporting frame body and used for leveling and supporting the supporting frame body.
8. The modular formwork support structure of claim 7, wherein: the leveling subassembly includes that an at least first screw thread adjusts the seat and an at least second screw thread adjusts the seat, wherein, first screw thread adjusts the seat and sets up support the support body and lean on one side of template subassembly, the seat setting is adjusted to the second screw thread supports the support body and keeps away from one side of template subassembly.
9. The modular formwork support structure of claim 4, wherein: the supporting component further comprises a movable roller, and the movable roller is rotatably connected with the supporting frame body and arranged below the supporting frame body.
10. The stylized formwork support structure of claim 4, wherein: the support assembly further comprises a weight piece, and the weight piece is arranged on the support frame body.
CN202220147136.5U 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings Expired - Fee Related CN216713818U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220147136.5U CN216713818U (en) 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220147136.5U CN216713818U (en) 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings

Publications (1)

Publication Number Publication Date
CN216713818U true CN216713818U (en) 2022-06-10

Family

ID=81890502

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220147136.5U Expired - Fee Related CN216713818U (en) 2022-01-19 2022-01-19 Shaped formwork supporting structure applied to limited space of adjacent buildings

Country Status (1)

Country Link
CN (1) CN216713818U (en)

Similar Documents

Publication Publication Date Title
CN102251657B (en) Arching formwork erecting method for assembled framework beam plate
CN101949191B (en) Method for constructing unsupported super-long irregularly-shaped overhanging floor
JP2019533098A (en) Joint groove integrated form and method of using the same
CN106869368A (en) A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure
CN105569242A (en) Assembling method for composite floor slabs
CN105625186A (en) Method for constructing large-section concrete Y-shaped column
CN108661313A (en) A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate
CN103603494B (en) A kind of ultra-thin steel truss sloping core construction method and formwork structure
CN108729640B (en) Mounting method of cantilever plate of assembled building
CN207761103U (en) Prefabricated assembled concrete composite thermo-insulating wall board
CN206646839U (en) The positioning installation apparatus of prefabricated panel
CN216713818U (en) Shaped formwork supporting structure applied to limited space of adjacent buildings
CN114482575B (en) Installation and use method of prefabricated shear wall positioning device
CN106869379A (en) A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure
CN102433894B (en) Construction method for station side wall by covered top-down excavation method
CN217812477U (en) High and large space composite sound insulation wallboard mounting device
CN204917759U (en) High floor tower crane attaches wall structure
CN201933779U (en) Springing formwork system for assembled framed girder
CN207847079U (en) Hanging mould structure
CN210032102U (en) Brackets for building accessories
CN212773578U (en) A kind of prefabricated building quick dismantling independent support system
CN207538511U (en) A kind of Applying Steel Structures To A Villa
CN223293260U (en) A steel bar support frame for reinforcement of hanging formwork
CN223164032U (en) Pre-embedded positioning bolt device for independent foundation steel column foot under steel structure column
CN205476454U (en) Board device falls in instrument formula building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220610