CN115370189B - A kind of support member of concrete frame shear structure and its use method - Google Patents

A kind of support member of concrete frame shear structure and its use method Download PDF

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CN115370189B
CN115370189B CN202211048270.0A CN202211048270A CN115370189B CN 115370189 B CN115370189 B CN 115370189B CN 202211048270 A CN202211048270 A CN 202211048270A CN 115370189 B CN115370189 B CN 115370189B
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support
hydraulic cylinder
concrete frame
shear structure
console
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CN115370189A (en
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胡穆花
杨博伦
杨自强
严超
向光耀
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China Construction Fifth Engineering Bureau Co Ltd
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China Construction Fifth Engineering Bureau Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C9/00Measuring inclination, e.g. by clinometers, by levels
    • G01C9/02Details

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

一种混凝土框剪结构的支撑构件及使用方法A kind of support member of concrete frame shear structure and its use method

技术领域Technical field

本发明涉及混凝土框剪结构的技术领域,具体而言,涉及一种混凝土框剪结构的支撑构件及使用方法。The present invention relates to the technical field of concrete frame shear structures, and specifically, to a support member of a concrete frame shear structure and a method of use.

背景技术Background technique

目前,混凝土框剪结构体系的高层住宅具有抗震性能好、施工周期短、环保节能等优点,且综合了钢结构质量轻、延性好及混凝土剪力墙抗侧刚度大的特点,得到了广泛的推广应用。一般在浇筑上层结构时,需要在上模板下侧对其进行支撑,从而使其能够保持水平状态。At present, high-rise residential buildings with concrete frame-shear structure system have the advantages of good seismic performance, short construction period, environmental protection and energy saving, and combine the characteristics of light weight, good ductility of steel structure and high lateral stiffness of concrete shear wall, and have been widely used. Promote applications. Generally, when pouring the superstructure, it needs to be supported on the lower side of the upper formwork so that it can remain horizontal.

现有公开号为CN203361020U的中国实用新型,公开了一种满堂支架,包括多根相互平行的立杆和多根相互平行的水平杆,每根立杆均与每根水平杆相垂直,每根立杆与水平杆的相交叉处均设有第一扣件作连接固定,所述的满堂支架外立面还设有多根斜撑杆,所述斜撑杆与立杆或水平杆的相交处也设有第二扣件作连接固定,该满堂支架搭设简单,造价较低,实用性强,满堂支架使用更加稳定、可靠,也确保了规程的施工安全。上述满堂支架施工方式,目前广泛应用于桥梁、隧道以及建筑施工中,结构简单,但是存在施工周期长,在现有工程项目中,面积六百平方米,层高十米的施工区域,需要7-10个熟练工人,用时3-4天才可以完成搭建。The existing Chinese utility model with the publication number CN203361020U discloses a full-hall bracket, which includes a plurality of mutually parallel vertical poles and a plurality of mutually parallel horizontal poles. Each vertical pole is perpendicular to each horizontal pole. Each vertical pole The first fasteners are provided at the intersections with the horizontal poles for connection and fixation. The outer facade of the full hall bracket is also provided with a plurality of diagonal braces. The intersections of the diagonal braces and the vertical poles or horizontal poles are also Equipped with a second fastener for connection and fixation, the full-hall support is simple to erect, has low cost and is highly practical. The use of the full-room support is more stable and reliable, and it also ensures the construction safety according to the regulations. The above-mentioned full-floor support construction method is currently widely used in bridges, tunnels and building construction. The structure is simple, but the construction period is long. In the existing project, a construction area of 600 square meters and a floor height of 10 meters requires 7 -10 skilled workers, it takes 3-4 days to complete the construction.

现有公开号为CN110805273A的中国发明,涉及混凝土框剪结构的技术领域,涉及一种混凝土框剪结构的支撑构件及安装方法,具有以下效果:支撑杆、支脚以及支撑管本身形成呈直角三角形的支撑结构,并且沿周向设置有三组,能够在支撑过程中对支撑管形成较好的支撑效果,并且减小支撑管歪斜的可能性,提高施工质量。上述发明支撑脚依然属于小面积接触,减小支架底部压强需要增加支撑构件密度,增加工程量,同时支撑盘需要手动逐个调节无法保证模板与地面的平行度。The existing Chinese invention with the publication number CN110805273A relates to the technical field of concrete frame-shear structures, and relates to a support member and installation method of a concrete frame-shear structure, which has the following effects: the support rods, legs and support tubes themselves form a right-angled triangle. The support structure, with three groups arranged along the circumferential direction, can form a better support effect for the support pipe during the support process, reduce the possibility of the support pipe being skewed, and improve the construction quality. The support feet of the above invention still have a small area of contact. To reduce the pressure at the bottom of the support, it is necessary to increase the density of the support components and increase the amount of work. At the same time, the support plates need to be manually adjusted one by one, which cannot ensure the parallelism between the formwork and the ground.

综上,现有技术存在以下问题,支撑构件的搭建平均200立方米/人/天的工作量,施工周期长,施工过程中多为手动操作无法保证支撑模板的水平,缺少对于施工过程中出现沉降的实时监控。In summary, the existing technology has the following problems. The average workload of building support components is 200 cubic meters/person/day, and the construction period is long. Most of the construction processes are manual operations that cannot guarantee the level of the support formwork. There is a lack of control over the occurrences during the construction process. Real-time monitoring of settlement.

发明内容Contents of the invention

本发明的目的在于提供一种混凝土框剪结构的支撑构件,提升施工效率,并具有对施工过程中出现的沉降具有实时监控的效果。The purpose of the present invention is to provide a support member of a concrete frame-shear structure that improves construction efficiency and has the effect of real-time monitoring of settlements occurring during the construction process.

本发明的另一目的在于提供一种混凝土框剪结构的支撑构件使用方法,其能够保证不因为局部压强增大导致地面受损以及支撑的模板保持水平。Another object of the present invention is to provide a method for using support members of a concrete frame-shear structure, which can ensure that the ground is not damaged due to an increase in local pressure and that the supported formwork remains level.

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

第一方面,本申请实施例提供一种混凝土框剪结构的支撑构件,其包括上支撑机构、升降机构、下支撑机构和板车,所述上支撑机构由上液缸、上支撑杆、上支撑盘以及中心支撑盘组成,所述上液缸下端转动连接于升降机构的上部,所述上液缸上端活动连接有上支撑杆,所述上支撑杆一端转动连接于升降机构的上部且位于上液缸与升降机构的连接部位的上方,所述上支撑盘活动连接于上支撑杆的上端,所述中心支撑盘连接于升降机构的上端面,所述上支撑杆与升降机构的连接处还设置有激光发射器,所述上支撑盘的下端设置有反光板,所述反光板的上方设置有激光接收器。In a first aspect, embodiments of the present application provide a support member of a concrete frame shear structure, which includes an upper support mechanism, a lifting mechanism, a lower support mechanism and a trolley. The upper support mechanism consists of an upper liquid cylinder, an upper support rod, an upper It consists of a support plate and a central support plate. The lower end of the upper liquid cylinder is rotatably connected to the upper part of the lifting mechanism. The upper end of the upper liquid cylinder is movably connected to an upper support rod. One end of the upper support rod is rotatably connected to the upper part of the lifting mechanism and is located at Above the connection between the upper hydraulic cylinder and the lifting mechanism, the upper support plate is movably connected to the upper end of the upper support rod, the center support plate is connected to the upper end surface of the lifting mechanism, and the connection between the upper support rod and the lifting mechanism A laser transmitter is also provided, a reflective plate is provided at the lower end of the upper support plate, and a laser receiver is provided above the reflective plate.

通过采用上述技术方案,可以通过液压系统,快速展开支撑,提升施工效率,激光发射器、反光板和激光接收器的设置,可以实时监控上层模板在浇筑过程中是否发生沉降。By adopting the above technical solution, the hydraulic system can be used to quickly deploy the support and improve construction efficiency. The settings of laser emitters, reflectors and laser receivers can monitor in real time whether the upper formwork has settled during the pouring process.

在本发明的一些实施例中,上述升降机构包括移动柱和固定柱,所述固定柱下端固定连接于板车上端,所述固定柱内部的下端设置有固定座,所述固定座上方固定有驱动电机,所述驱动电机上方连接有减速器,所述减速器上方连接有丝杆,所述丝杆配合连接有升降板,所述升降板外侧竖直设置有凸筋,所述固定柱内壁竖直设置有凹槽,所述升降板连接于移动柱下端面。In some embodiments of the present invention, the above-mentioned lifting mechanism includes a moving column and a fixed column. The lower end of the fixed column is fixedly connected to the upper end of the trolley. A fixed base is provided at the lower end of the fixed column, and a fixed base is fixed above the fixed base. A drive motor, a reducer is connected above the drive motor, a screw rod is connected above the reducer, a lifting plate is connected to the screw rod, a rib is vertically arranged on the outside of the lifting plate, and the inner wall of the fixed column A groove is provided vertically, and the lifting plate is connected to the lower end surface of the moving column.

通过采用上述技术方案,通过驱动电机驱动升降机构,减少工人对支撑构件的调节时间。By adopting the above technical solution and driving the lifting mechanism through the driving motor, the time for workers to adjust the support members is reduced.

在本发明的一些实施例中,上述驱动电机为伺服电机。In some embodiments of the present invention, the above-mentioned driving motor is a servo motor.

通过采用上述技术方案,伺服电机在无信号输入时具有良好的锁紧效果,增强升降机构的稳定性。By adopting the above technical solution, the servo motor has a good locking effect when there is no signal input, and enhances the stability of the lifting mechanism.

在本发明的一些实施例中,上述下支撑机构包括下液压缸、下支撑杆、滑块和调节支座,所述下液压缸上端转动连接于固定柱下部,所述下液压缸下端活动连接有下支撑杆,所述下支撑杆一端转动连接于固定柱下部且连接位置位于下液压缸与固定柱连接位置的下方,所述下支撑杆下端活动连接有滑块,所述滑块下端连接有调节支座。In some embodiments of the present invention, the above-mentioned lower support mechanism includes a lower hydraulic cylinder, a lower support rod, a slider and an adjustment support. The upper end of the lower hydraulic cylinder is rotatably connected to the lower part of the fixed column, and the lower end of the lower hydraulic cylinder is movably connected. There is a lower support rod. One end of the lower support rod is rotatably connected to the lower part of the fixed column and the connection position is below the connection position between the lower hydraulic cylinder and the fixed column. The lower end of the lower support rod is movably connected with a slider, and the lower end of the slider is connected There are adjustable supports.

通过采用上述技术方案,液压系统可以快速展开下支撑机构,减少工人布置支撑机构的时间,滑块的设置,可以灵活调节调节支座的位置,以获得更好的稳定性,调节支座的设置可以增加与地面的接触面积,可以根据不同使用换进更换不同面积的支座底面。By adopting the above technical solution, the hydraulic system can quickly deploy the lower support mechanism, reducing the time for workers to arrange the support mechanism. The setting of the slider can flexibly adjust the position of the adjustment support to obtain better stability. The setting of the adjustment support The contact area with the ground can be increased, and the bottom surface of the support can be replaced with different areas according to different uses.

在本发明的一些实施例中,上述板车前端设置有第一电子水平仪,所述板车前端还设置有第二电子水平仪,所述板车后端还设置有控制台,所述控制台电连接有蓄电池,所述控制台与第一电子水平仪、第二电子水平仪、激光发射器以及激光接收器电连接,所述控制台与液压泵、液缸、上液压缸和下液压缸管道连接。In some embodiments of the present invention, the front end of the above-mentioned pallet truck is provided with a first electronic level, the front end of the pallet truck is also provided with a second electronic level, and the rear end of the pallet truck is further provided with a console, and the console is electrically connected There is a battery, the console is electrically connected to the first electronic level, the second electronic level, the laser transmitter and the laser receiver, and the console is connected to the hydraulic pump, the hydraulic cylinder, the upper hydraulic cylinder and the lower hydraulic cylinder pipelines.

通过采用上述技术方案,通过设置第一电子水平仪和第二电子水平仪,让整个板车在水平方向平行,从而保证升降机构的垂直度,进一步的保证施工模板的平行度,控制台的设置,连接所有电子元件和液压元件,让所有的调节具备自动化。By adopting the above technical solution and setting up the first electronic level and the second electronic level, the entire pallet truck is parallel in the horizontal direction, thereby ensuring the verticality of the lifting mechanism, further ensuring the parallelism of the construction formwork, the setting and connection of the console All electronic components and hydraulic components allow all adjustments to be automated.

在本发明的一些实施例中,上述控制台包括无线控制接收模块。In some embodiments of the present invention, the above-mentioned console includes a wireless control receiving module.

通过采用上述技术方案,无线控制接受模块让控制台可以接受远程控制,可以起到多设备联动,以及保护工人安全的作用。By adopting the above technical solution, the wireless control acceptance module allows the console to accept remote control, which can link multiple devices and protect workers' safety.

在本发明的一些实施例中,上述板车连接固定柱的一端下方设置有负重轮,所述板车另一端设置有万向轮。In some embodiments of the present invention, a road wheel is provided under one end of the above-mentioned pallet truck connected to the fixed column, and a universal wheel is provided at the other end of the pallet truck.

通过采用上述技术方案,让本实施例具备移动的灵活性,可以减少施工前准备的时间。By adopting the above technical solution, this embodiment is provided with mobility flexibility and can reduce the preparation time before construction.

第二方面,本申请实施例提供一种混凝土框剪结构的支撑构件的使用方法,其包括以下步骤:In a second aspect, embodiments of the present application provide a method of using support members of a concrete frame-shear structure, which includes the following steps:

S1:清理地面浮土和混凝土残渣,展开通过控制台控制下液压缸驱动下支撑杆展开、调整调节支座接触地面,下液压缸进一步伸出举升板车,使负重轮和万向轮离开地面;S1: Clean the floating soil and concrete residue on the ground, unfold the lower support rod driven by the hydraulic cylinder under the control of the console, adjust the adjustment support to contact the ground, and further extend the lower hydraulic cylinder to lift the truck to make the road wheels and universal wheels leave the ground. ;

S2:读取第一电子水平仪数据和第二电子水平仪数据,通过控制台处理数据后自动调节对应方向的下液压缸,直至第一电子水平仪和第二电子水平仪调平;S2: Read the first electronic level data and the second electronic level data, and automatically adjust the lower hydraulic cylinder in the corresponding direction after processing the data through the console until the first electronic level and the second electronic level are level;

S3:清理上支撑盘和中心支撑盘上表面的浮土和混凝土残渣,使用激光水平仪放置在中心支撑盘上表面调整上支撑盘与中心支撑盘于同一平面,并放置混凝土模板;S3: Clean the floating soil and concrete residue on the upper surface of the upper support plate and the center support plate, use a laser level to place it on the upper surface of the center support plate, adjust the upper support plate and the center support plate to the same plane, and place the concrete formwork;

S4:在控制台设置举升高度,启动驱动电机通过减速器驱动丝杆转动,使移动柱升起。S4: Set the lifting height on the console, start the drive motor to drive the screw rod to rotate through the reducer, and raise the moving column.

通过采用上述技术方案,可以时本实施例通过液压系统自动部署,通过驱动电机自动升降,通过电子水平仪和激光水平仪使上下支撑机构平行,从而使上层浇筑用的模板保持水平,提高施工质量。By adopting the above technical solution, this embodiment can be automatically deployed through the hydraulic system, automatically raised and lowered through the drive motor, and the upper and lower support mechanisms can be made parallel through the electronic level and laser level, thereby keeping the formwork for the upper pouring level and improving the construction quality.

在本发明的一些实施例中,上述S1步骤之前还有步骤S0:铺设垫块搭接在框架结构两根横梁之间。In some embodiments of the present invention, the above-mentioned step S1 is preceded by step S0: laying pads and overlapping between two beams of the frame structure.

通过采用上述技术方案,将本实施例的自重均匀分摊到地面和框架结构上,减少局部地面所受压强过高产生的损坏。By adopting the above technical solution, the dead weight of this embodiment is evenly distributed to the ground and the frame structure, thereby reducing damage caused by excessive pressure on the local ground.

在本发明的一些实施例中,上述S4步骤,根据施工面积放置多个上述混凝土框剪结构的支撑构件时,控制台设定举升高度后,通过遥控器同时启动上述多个上述混凝土框剪结构的支撑构件。In some embodiments of the present invention, in the above-mentioned S4 step, when placing multiple support members of the above-mentioned concrete frame shear structure according to the construction area, after the console sets the lifting height, the above-mentioned multiple above-mentioned concrete frame shear structures are started simultaneously through the remote control. Structural support members.

通过采用上述技术方案,在上层模板需要多个支撑构件时,可以做到同一模板下的所有支撑构件同时升降,保证模板可以安全准确地送至设定位置。By adopting the above technical solution, when the upper formwork requires multiple support members, all support members under the same formwork can be raised and lowered at the same time, ensuring that the formwork can be safely and accurately delivered to the set position.

相对于现有技术,本发明的实施例至少具有如下优点或有益效果:Compared with the prior art, embodiments of the present invention have at least the following advantages or beneficial effects:

可以通过液压系统自动部署,提升施工效率,激光发射器、反光板和激光接收器的设置,可以实时监控上层模板在浇筑过程中是否发生沉降,通过电子水平仪和激光水平仪使上下支撑机构平行,从而使上层浇筑用的模板保持水平,提高施工质量。It can be automatically deployed through the hydraulic system to improve construction efficiency. The settings of the laser transmitter, reflector and laser receiver can monitor in real time whether the upper formwork has settled during the pouring process. The electronic level and laser level can be used to make the upper and lower support mechanisms parallel, thus Keep the formwork used for the upper pouring level and improve the construction quality.

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 explain the technical solutions of the embodiments of the present invention more clearly, the drawings required to be used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention and therefore do not It should be regarded as a limitation of the scope. For those of ordinary skill in the art, other relevant drawings can be obtained based on these drawings without exerting creative efforts.

图1为本发明实施例一种混凝土框剪结构的支撑构件的轴测图;Figure 1 is an isometric view of a support member of a concrete frame-shear structure according to an embodiment of the present invention;

图2为本发明实施例一种混凝土框剪结构的支撑构件的上支撑机构局部图;Figure 2 is a partial view of the upper support mechanism of the support member of a concrete frame shear structure according to an embodiment of the present invention;

图3为本发明实施例一种混凝土框剪结构的支撑构件的下支撑机构局部图;Figure 3 is a partial view of the lower support mechanism of the support member of a concrete frame shear structure according to an embodiment of the present invention;

图4为本发明实施例一种混凝土框剪结构的支撑构件的俯视图;Figure 4 is a top view of a support member of a concrete frame-shear structure according to an embodiment of the present invention;

图5为本发明实施例一种混凝土框剪结构的支撑构件的A-A剖视图;Figure 5 is an A-A cross-sectional view of the support member of a concrete frame-shear structure according to an embodiment of the present invention;

图6为本发明实施例一种混凝土框剪结构的支撑构件的使用方法的轴测图。Figure 6 is an isometric view of a method of using support members of a concrete frame-shear structure according to an embodiment of the present invention.

图标:1-上支撑机构;2-升降机构;3-下支撑机构;4-板车;5-条状支撑块;11-上液压缸;12-上支撑杆;13-上支撑盘;14-中心支撑盘;15-激光发射器;16-反光板;17-激光接收器;21-移动柱;22-固定柱;24-升降板;25-丝杆;26-固定座;27-驱动电机;28-减速器;31-下液压缸;32-下支撑杆;33-滑块;34-调节支座;40-控制台;41-蓄电池;42-液缸;43-液压泵;44-第一电子水平仪;45-第二电子水平仪;46-万向轮;47-负重轮。Icon: 1-Upper support mechanism; 2-Lifting mechanism; 3-Lower support mechanism; 4-Platform truck; 5-Strip support block; 11-Upper hydraulic cylinder; 12-Upper support rod; 13-Upper support plate; 14 -Center support plate; 15-laser transmitter; 16-reflective plate; 17-laser receiver; 21-moving column; 22-fixed column; 24-lifting plate; 25-screw; 26-fixed seat; 27-drive Motor; 28-reducer; 31-lower hydraulic cylinder; 32-lower support rod; 33-slider; 34-adjusting support; 40-console; 41-battery; 42-liquid cylinder; 43-hydraulic pump; 44 -The first electronic level; 45-the second electronic level; 46-swivel wheel; 47-road wheel.

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 clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, rather than all embodiments. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.

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

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。It should be noted that similar reference numerals and letters represent similar items in the following figures, therefore, once an item is defined in one figure, it does not need further definition and explanation in subsequent figures.

在本发明实施例的描述中,需要说明的是,若出现术语“中心”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“内”、“外”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,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装置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。此外,术语“第一”、“第二”、“第三”等仅用于区分描述,而不能理解为指示或暗示相对重要性。In the description of the embodiments of the present invention, it should be noted that if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", The orientation or positional relationship indicated by "outside" is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the product of the invention is customarily placed when used. It is only for the convenience of describing the present invention and simplifying the description. It is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore is not to be construed as a limitation of the invention. In addition, the terms "first", "second", "third", etc. are only used to distinguish descriptions and shall not be understood as indicating or implying relative importance.

此外,若出现术语“水平”、“竖直”、“悬垂”等术语并不表示要求部件绝对水平或悬垂,而是可以稍微倾斜。如“水平”仅仅是指其方向相对“竖直”而言更加水平,并不是表示该结构一定要完全水平,而是可以稍微倾斜。In addition, the presence of the terms "horizontal", "vertical", "overhanging", etc. does not mean that the component is required to be absolutely horizontal or overhanging, but may be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical". It does not mean that the structure must be completely horizontal, but can be slightly tilted.

在本发明实施例的描述中,“多个”代表至少2个。In the description of the embodiments of the present invention, “plurality” represents at least two.

在本发明实施例的描述中,还需要说明的是,除非另有明确的规定和限定,若出现术语“设置”、“安装”、“相连”、“连接”应做广义理解,例如,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;可以是直接相连,也可以通过中间媒介间接相连,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。In the description of the embodiments of the present invention, it should also be noted that, unless otherwise clearly stated and limited, the terms "setting", "installation", "connecting" and "connecting" should be understood in a broad sense. For example, they can It can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection, or it can be an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be an internal connection between 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 circumstances.

实施例Example

请参照图1-图5,具体如图1-图5所示为本发明的一种实施例。Please refer to Figures 1-5. Specifically, Figures 1-5 show an embodiment of the present invention.

如图1-图5所示,本实施例提供一种混凝土框剪结构的支撑构件,包括上支撑机构1、升降机构2、下支撑机构3和板车4,上支撑机构3由上液缸11、上支撑杆12、上支撑盘13以及中心支撑盘14组成,上液缸11下端转动连接于升降机构2的上部,上液缸11上端活动连接有上支撑杆12,上支撑杆12一端转动连接于升降机构2的上部且位于上液缸11与升降机构2的连接部位的上方,上支撑盘13活动连接于上支撑杆12的上端,中心支撑盘14连接于升降机构2的上端面,上支撑杆12与升降机构2的连接处还设置有激光发射器15,上支撑盘13的下端设置有反光板16,反光板16的上方设置有激光接收器17。As shown in Figures 1 to 5, this embodiment provides a support member of a concrete frame shear structure, including an upper support mechanism 1, a lifting mechanism 2, a lower support mechanism 3 and a pallet truck 4. The upper support mechanism 3 is provided by an upper hydraulic cylinder. 11. It consists of an upper support rod 12, an upper support plate 13 and a central support plate 14. The lower end of the upper liquid cylinder 11 is rotatably connected to the upper part of the lifting mechanism 2. The upper end of the upper liquid cylinder 11 is movably connected with an upper support rod 12. One end of the upper support rod 12 It is rotatably connected to the upper part of the lifting mechanism 2 and is located above the connection between the upper liquid cylinder 11 and the lifting mechanism 2. The upper support plate 13 is movably connected to the upper end of the upper support rod 12, and the center support plate 14 is connected to the upper end surface of the lifting mechanism 2. , a laser transmitter 15 is also provided at the connection between the upper support rod 12 and the lifting mechanism 2, a reflective plate 16 is provided at the lower end of the upper support plate 13, and a laser receiver 17 is provided above the reflective plate 16.

在具体使用时,通过上液缸11可以快速展开上支撑杆12,通过升降机构2将上层浇筑需要的模板举升至指定高度,在浇筑时,如果发生局部沉降,使上支撑杆12下沉此时,设置在上支撑杆12与升降机构2连接处的激光发射器15所发射的激光经过反光板16的折射,会在激光接收器17上产生位移,当位移超过设定值,可产生警报。In specific use, the upper support rod 12 can be quickly deployed through the upper liquid cylinder 11, and the formwork required for upper layer pouring is lifted to a specified height through the lifting mechanism 2. During pouring, if local settlement occurs, the upper support rod 12 will sink. At this time, the laser emitted by the laser transmitter 15 installed at the connection between the upper support rod 12 and the lifting mechanism 2 will be refracted by the reflective plate 16, and will cause displacement on the laser receiver 17. When the displacement exceeds the set value, a alarm.

需要说明的是,本实施列采用皮米精度位移干涉仪quDIS,激光发射器15中激光束的成形是选择与quDIS配套的型号为FA 50-1400的传感头,也可以选择可以实现本实施例所述功能的其他型号的测量工具。It should be noted that this embodiment uses picometer precision displacement interferometer quDIS. The laser beam shaping in the laser transmitter 15 is to select the model FA 50-1400 sensor head matched with quDIS. You can also choose to implement this implementation. Examples of features described in other models of measuring tools.

为了更进一步的缩短工人的操作时间同时确保本实施例的稳定性,在实施例中,上述升降机构2包括移动柱21和固定柱22,固定柱22下端固定连接于板车4上端,固定柱22内部的下端设置有固定座26,固定座26上方固定有驱动电机27,驱动电机27上方连接有减速器28,减速器28上方连接有丝杆25,丝杆25配合连接有升降板24,升降板24外侧竖直设置有凸筋,固定柱22内壁竖直设置有凹槽,升降板24连接于移动柱21下端面,驱动电机27为伺服电机。In order to further shorten the operation time of workers and ensure the stability of this embodiment, in the embodiment, the above-mentioned lifting mechanism 2 includes a movable column 21 and a fixed column 22. The lower end of the fixed column 22 is fixedly connected to the upper end of the trolley 4. The fixed column The lower end of the interior of 22 is provided with a fixed base 26. A driving motor 27 is fixed above the fixed base 26. A reducer 28 is connected above the driving motor 27. A screw rod 25 is connected above the reducer 28. The screw rod 25 is connected with a lifting plate 24. There are convex ribs vertically provided on the outside of the lifting plate 24, and grooves vertically provided on the inner wall of the fixed column 22. The lifting plate 24 is connected to the lower end surface of the moving column 21, and the driving motor 27 is a servo motor.

通过驱动电机27经过减速器28减速后可以驱动丝杆25转动,平稳地带动升降板24和移动柱21上下移动,进一步减少工人的操作,驱动电机27选用伺服电机,可以通过脉冲电信号,达到升降的微调,同时伺服电机在无信号时具有良好的自锁能力,从而进一步保证了本实施例的稳定性。The drive motor 27 can drive the screw rod 25 to rotate after being decelerated by the reducer 28, and smoothly drive the lifting plate 24 and the moving column 21 to move up and down, further reducing the workers' operations. The drive motor 27 uses a servo motor, which can achieve the desired function through pulse electrical signals. Fine adjustment of the lifting and lowering, and the servo motor has good self-locking ability when there is no signal, thus further ensuring the stability of this embodiment.

为了更进一步的缩短工人的操作时间和提高稳定性,同时保护地面不受损,在实施例中,上述下支撑机构3包括下液压缸31、下支撑杆32、滑块33和调节支座34,下液压缸31上端转动连接于固定柱22下部,下液压缸31下端活动连接有下支撑杆32,下支撑杆32一端转动连接于固定柱22下部且连接位置位于下液压缸31与固定柱22连接位置的下方,下支撑杆32下端活动连接有滑块33,滑块33下端连接有调节支座34。In order to further shorten workers' operating time and improve stability while protecting the ground from damage, in the embodiment, the above-mentioned lower support mechanism 3 includes a lower hydraulic cylinder 31, a lower support rod 32, a slider 33 and an adjustment support 34 , the upper end of the lower hydraulic cylinder 31 is rotatably connected to the lower part of the fixed column 22, the lower end of the lower hydraulic cylinder 31 is movably connected to a lower support rod 32, one end of the lower support rod 32 is rotationally connected to the lower part of the fixed column 22, and the connection position is between the lower hydraulic cylinder 31 and the fixed column. Below the connection position 22, a slider 33 is movably connected to the lower end of the lower support rod 32, and an adjustment support 34 is connected to the lower end of the slider 33.

通过下液压缸31,能使下支撑杆32快速自动的展开,通过调节滑块33与调节支座34可以根据本实施例使用高度,移动调节支座34距离固定柱的远近,移动柱21升高越高,需要调节支座34距离固定柱越远,来获的更好的支撑稳定性,调节支座34下端面为可以跟换的支撑盘,更局地面的软硬,及本实施例需要支撑的受力大小,可以更换不同面积的支撑盘以确保不会对地面造成压伤。Through the lower hydraulic cylinder 31, the lower support rod 32 can be deployed quickly and automatically. By adjusting the slider 33 and the adjusting support 34, the height can be used according to this embodiment, and the distance between the moving adjusting support 34 and the fixed column can be adjusted. The moving column 21 can be The higher the height, the farther the adjustment support 34 needs to be from the fixed column to obtain better support stability. The lower end surface of the adjustment support 34 is a replaceable support plate, which can adjust the softness and hardness of the ground, and this embodiment Depending on the amount of force required to be supported, support plates of different areas can be replaced to ensure that no pressure is caused to the ground.

为了更进一步的保证施工质量,提升支撑模板的水平度,并且根据混凝土浇筑时模板的沉降作出补偿,在本实施例中,上述板车4前端设置有第一电子水平仪44,板车4前端还设置有第二电子水平仪45,板车4后端还设置有控制台40,控制台40电连接有蓄电池41,控制台40与第一电子水平仪、第二电子水平仪45、激光发射器15以及激光接收器17电连接,控制台40与液压泵43、液缸42、上液压缸11和下液压缸31管道连接。In order to further ensure the construction quality, improve the levelness of the supporting formwork, and make compensation according to the settlement of the formwork during concrete pouring, in this embodiment, a first electronic level 44 is provided at the front end of the above-mentioned pallet truck 4, and the front end of the pallet truck 4 is also equipped with a first electronic level 44. A second electronic level 45 is provided, and a console 40 is also provided at the rear end of the trolley 4. The console 40 is electrically connected to a battery 41. The console 40 is connected with the first electronic level, the second electronic level 45, the laser transmitter 15 and the laser The receiver 17 is electrically connected, and the console 40 is pipe-connected to the hydraulic pump 43, the hydraulic cylinder 42, the upper hydraulic cylinder 11 and the lower hydraulic cylinder 31.

通过第一电子水平仪44和第二电子水平仪45,可以反馈板车4的水平度,将差值反馈到控制台40,控制台40根据水平偏移方向,将四个下液压缸31分为两两联动使第一电子水平仪44和第二电子水平仪45分别调平,混凝土浇筑时模板发生局部沉降,上支撑杆下沉,激光接收器17将接收到的激光位移量反馈给控制台40,控制台40根据位移量增加对应位置上液压缸31的压力,对上支撑杆下沉量进行补偿。Through the first electronic level 44 and the second electronic level 45, the levelness of the pallet truck 4 can be fed back, and the difference can be fed back to the console 40. The console 40 divides the four lower hydraulic cylinders 31 into two according to the horizontal offset direction. The two linkages make the first electronic level 44 and the second electronic level 45 level respectively. When the concrete is poured, the formwork partially settles and the upper support rod sinks. The laser receiver 17 feeds back the received laser displacement to the console 40 and controls The platform 40 increases the pressure of the hydraulic cylinder 31 at the corresponding position according to the displacement to compensate for the sinking amount of the upper support rod.

为了更进一步的保证施工安全,以及实现本实施例多个支撑构件的联动,在本实施例中,上述控制台40还包括了无线控制接受模块。In order to further ensure construction safety and realize the linkage of multiple supporting components in this embodiment, in this embodiment, the above-mentioned console 40 also includes a wireless control acceptance module.

通过无线控制接受模块,工人可以在安全的可视位置远程操作支撑构件,在框架跨度较大的时候,也可以通过将多个支撑构件设置接受同频率信号,达到多个支撑构件的联动,从而平稳举升较大的模板。Through the wireless control receiving module, workers can remotely operate the support components from a safe visual position. When the frame span is large, multiple support components can also be set to receive signals of the same frequency to achieve linkage of multiple support components. Smoothly lifts larger formwork.

为了更进一步的提升工人部署的效率,在本实施例中,上述板车4连接固定柱22的一端下方设置有负重轮47,板车4另一端设置有万向轮46。In order to further improve the efficiency of worker deployment, in this embodiment, a load wheel 47 is provided under one end of the above-mentioned pallet truck 4 connected to the fixed column 22, and a universal wheel 46 is provided at the other end of the pallet truck 4.

通过将负重轮47设置在固定柱22对应的板车4下方可以更好的保持移动时的稳定性,万向轮46的设置,可以在移动时获得更好的灵活性。By arranging the road wheel 47 under the pallet 4 corresponding to the fixed column 22, the stability during movement can be better maintained, and the setting of the universal wheel 46 can obtain better flexibility during movement.

如图6所示,本实施例在使用时,先清理地面的浮土和混凝土残渣,或者直接铺设垫块5,铺设垫块5时垫块5的两端需搭接在框架结构两根横梁之间,垫块5根据需要支撑的模板上方预计填充的混凝土重量,可以选择木方、铝方或工字钢,通过控制台40控制下液压缸31驱动下支撑杆32展开、调整调节支座34接触地面或者垫块5,下液压缸31进一步伸出举升板车4,使负重轮47和万向轮46离开地面;读取第一电子水平仪44数据和第二电子水平仪45数据,通过控制台40处理数据后自动调节对应方向的下液压缸31,直至第一电子水平仪44和第二电子水平仪45调平;清理上支撑盘13和中心支撑盘14上表面的浮土和混凝土残渣,使用激光水平仪放置在中心支撑盘14上表面调整上支撑盘13与中心支撑盘14于同一平面,并放置混凝土模板;在控制台40设置举升高度,启动驱动电机27通过减速器28驱动丝杆25转动,使移动柱21升起。As shown in Figure 6, when using this embodiment, first clean up the floating soil and concrete residue on the ground, or directly lay the pads 5. When laying the pads 5, the two ends of the pads 5 need to overlap between the two beams of the frame structure. During the period, the pad 5 can be selected from wooden square, aluminum square or I-beam according to the weight of the concrete to be filled above the formwork that needs to be supported. The hydraulic cylinder 31 is controlled through the console 40 to drive the lower support rod 32 to expand and adjust the adjusting support 34. After contacting the ground or the pad 5, the lower hydraulic cylinder 31 further extends the lifting trolley 4, causing the road wheel 47 and the universal wheel 46 to leave the ground; read the data of the first electronic level 44 and the second electronic level 45, and control the After processing the data, the platform 40 automatically adjusts the lower hydraulic cylinder 31 in the corresponding direction until the first electronic level 44 and the second electronic level 45 are leveled; clean the floating soil and concrete residue on the upper surfaces of the upper support plate 13 and the center support plate 14, using laser The level is placed on the upper surface of the center support plate 14, adjust the upper support plate 13 and the center support plate 14 to be on the same plane, and place the concrete formwork; set the lifting height on the console 40, start the drive motor 27 and drive the screw rod 25 to rotate through the reducer 28 , causing the moving column 21 to rise.

通过垫块5的铺设可以将对地面的压强分散到更大的面积,避免对地面造成损伤,上支撑盘13和中心支撑盘14通过激光水平仪调平,使得对于混凝土模板的下沉监控具有一个良好的基准。By laying the pads 5, the pressure on the ground can be dispersed to a larger area to avoid damage to the ground. The upper support plate 13 and the center support plate 14 are leveled by a laser level, so that there is a way to monitor the subsidence of the concrete formwork. Good benchmark.

为了更进一步的保护地面不受损,在本实施例中,上述垫块5两头需要搭接在框架结构的两根横梁上。In order to further protect the ground from damage, in this embodiment, both ends of the above-mentioned pad 5 need to be overlapped on the two beams of the frame structure.

通过垫块5两头搭接在框架结构的横梁上,将所受的压力分担到更稳固的框架结构上,可以更进一步的保护地面。By overlapping the two ends of the pad 5 on the beams of the frame structure, the pressure is shared to a more stable frame structure, and the ground can be further protected.

在具体实施时,根据实际情况,施工面积需要放置多个上述混凝土框剪结构的支撑构件时,通过控制台40设定举升高度后,通过遥控器同时启动上述多个上述混凝土框剪结构的支撑构件。During specific implementation, according to the actual situation, when the construction area needs to place multiple support members of the above-mentioned concrete frame-shear structures, after setting the lifting height through the console 40, the above-mentioned multiple above-mentioned concrete frame-shear structures can be started simultaneously through the remote control. Supporting members.

通过多个上述混凝土框剪结构的支撑构件的同时启动,可以时较大面积的混凝土模板可以平稳升降。By activating multiple support members of the above-mentioned concrete frame-shear structure at the same time, a larger area of concrete formwork can be raised and lowered smoothly.

综上,本发明提供的一种混凝土框剪结构的支撑构件及使用方法,通过负重轮47和万向轮46的设置可以时本实施例具备灵活移动的效果,通过上液压缸11、下液压缸31以及驱动电机27,使本实施例可以快速部署和自动部署,在项目应用中,施工速度可以达到平均600立方米/人/天,对比现有技术满堂支架施工速度平均200立方米/人/天,施工效率提升三倍,满足其能够使支撑构件布置的施工周期减少,并且激光发射器15所发射的激光经过反光板16的折射,会在激光接收器17上产生位移,反馈的信号经过控制台40的处理,对上液压缸11进行微调,有对施工过程中出现的沉降具有实时监控和及时补偿的效果,通过调节支座34的设置和使用中垫块5的铺设,可以使地面不因为局部压强增大导致受损,通过第一电子水平仪44和第二电子水平仪45,可以反馈板车4的水平度,将差值反馈到控制台40,控制台40根据水平偏移方向,将四个下液压缸31分为两两联动使第一电子水平仪44和第二电子水平仪45分别调平,其能够保证支撑的模板保持水平。In summary, the present invention provides a support member of a concrete frame shear structure and a method of using it. This embodiment has the effect of flexible movement through the arrangement of the load wheels 47 and the universal wheels 46. Through the upper hydraulic cylinder 11 and the lower hydraulic cylinder The cylinder 31 and the drive motor 27 enable this embodiment to be deployed quickly and automatically. In project applications, the construction speed can reach an average of 600 cubic meters/person/day. Compared with the existing technology, the construction speed of the full-floor bracket is an average of 200 cubic meters/person. /day, the construction efficiency is increased three times, which is sufficient to reduce the construction period of supporting component arrangement. Moreover, the laser emitted by the laser transmitter 15 is refracted by the reflective plate 16, which will produce a displacement on the laser receiver 17, and the feedback signal Through the processing of the console 40, the upper hydraulic cylinder 11 is fine-tuned, which has the effect of real-time monitoring and timely compensation of the settlement occurring during the construction process. By adjusting the setting of the support 34 and the laying of the pad 5 during use, the The ground will not be damaged due to local pressure increase. Through the first electronic level 44 and the second electronic level 45, the levelness of the trolley 4 can be fed back, and the difference will be fed back to the console 40. The console 40 will deflect according to the horizontal direction. , the four lower hydraulic cylinders 31 are divided into two and linked together to level the first electronic level 44 and the second electronic level 45 respectively, which can ensure that the supported formwork remains level.

以上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,本发明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。The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims (10)

1.一种混凝土框剪结构的支撑构件,其特征在于,包括上支撑机构(1)、升降机构(2)、下支撑机构(3)和板车(4),所述上支撑机构(1)由上液压缸(11)、上支撑杆(12)、上支撑盘(13)以及中心支撑盘(14)组成,所述上液压缸(11)下端转动连接于升降机构(2)的上部,所述上液压缸(11)上端活动连接有上支撑杆(12),所述上支撑杆(12)一端转动连接于升降机构(2)的上部且位于上液压缸(11)与升降机构(2)的连接部位的上方,所述上支撑盘(13)活动连接于上支撑杆(12)的上端,所述中心支撑盘(14)连接于升降机构(2)的上端面,所述上支撑杆(12)与升降机构(2)的连接处还设置有激光发射器(15),所述上支撑盘(13)的下端设置有反光板(16),所述反光板(16)的上方设置有激光接收器(17)。1. A support member of a concrete frame shear structure, characterized in that it includes an upper support mechanism (1), a lifting mechanism (2), a lower support mechanism (3) and a trolley (4). The upper support mechanism (1) ) consists of an upper hydraulic cylinder (11), an upper support rod (12), an upper support plate (13) and a central support plate (14). The lower end of the upper hydraulic cylinder (11) is rotatably connected to the upper part of the lifting mechanism (2) , the upper end of the upper hydraulic cylinder (11) is movably connected with an upper support rod (12). One end of the upper support rod (12) is rotationally connected to the upper part of the lifting mechanism (2) and is located between the upper hydraulic cylinder (11) and the lifting mechanism. Above the connection part of (2), the upper support plate (13) is movably connected to the upper end of the upper support rod (12), and the central support plate (14) is connected to the upper end surface of the lifting mechanism (2). A laser transmitter (15) is also provided at the connection between the upper support rod (12) and the lifting mechanism (2), and a reflective plate (16) is provided at the lower end of the upper support plate (13). The reflective plate (16) A laser receiver (17) is provided above. 2.根据权利要求1所述的混凝土框剪结构的支撑构件,其特征在于,所述升降机构(2)包括移动柱(21)和固定柱(22),所述固定柱(22)下端固定连接于板车(4)上端,所述固定柱(22)内部的下端设置有固定座(26),所述固定座(26)上方固定有驱动电机(27),所述驱动电机(27)上方连接有减速器(28),所述减速器(28)上方连接有丝杆(25),所述丝杆(25)配合连接有升降板(24),所述升降板(24)外侧竖直设置有凸筋,所述固定柱(22)内壁竖直设置有凹槽,所述升降板(24)连接于移动柱(21)下端面。2. The support member of the concrete frame shear structure according to claim 1, characterized in that the lifting mechanism (2) includes a moving column (21) and a fixed column (22), and the lower end of the fixed column (22) is fixed Connected to the upper end of the trolley (4), a fixed base (26) is provided at the lower end of the fixed column (22). A driving motor (27) is fixed above the fixed base (26). The driving motor (27) A reducer (28) is connected above, a screw rod (25) is connected above the reducer (28), a lifting plate (24) is connected to the screw rod (25), and the lifting plate (24) is vertically connected on the outside. There are convex ribs arranged vertically, grooves are arranged vertically on the inner wall of the fixed column (22), and the lifting plate (24) is connected to the lower end surface of the moving column (21). 3.根据权利要求2所述的混凝土框剪结构的支撑构件,其特征在于,所述驱动电机(27)为伺服电机。3. The support member of the concrete frame shear structure according to claim 2, characterized in that the drive motor (27) is a servo motor. 4.根据权利要求3所述的混凝土框剪结构的支撑构件,其特征在于,所述下支撑机构(3)包括下液压缸(31)、下支撑杆(32)、滑块(33)和调节支座(34),所述下液压缸(31)上端转动连接于固定柱(22)下部,所述下液压缸(31)下端活动连接有下支撑杆(32),所述下支撑杆(32)一端转动连接于固定柱(22)下部且连接位置位于下液压缸(31)与固定柱(22)连接位置的下方,所述下支撑杆(32)下端活动连接有滑块(33),所述滑块(33)下端连接有调节支座(34)。4. The support member of the concrete frame shear structure according to claim 3, characterized in that the lower support mechanism (3) includes a lower hydraulic cylinder (31), a lower support rod (32), a slider (33) and Adjust the support (34). The upper end of the lower hydraulic cylinder (31) is rotatably connected to the lower part of the fixed column (22). The lower end of the lower hydraulic cylinder (31) is movably connected with a lower support rod (32). The lower support rod (32) One end is rotatably connected to the lower part of the fixed column (22) and the connection position is below the connection position between the lower hydraulic cylinder (31) and the fixed column (22). The lower end of the lower support rod (32) is movably connected with a slider (33) ), the lower end of the slider (33) is connected with an adjusting support (34). 5.根据权利要求4所述的混凝土框剪结构的支撑构件,其特征在于,所述板车(4)前端设置有第一电子水平仪(44),所述板车(4)前端还设置有第二电子水平仪(45),所述板车(4)后端还设置有控制台(40),所述控制台(40)电连接有蓄电池(41),所述控制台(40)与第一电子水平仪、第二电子水平仪(45)、激光发射器(15)以及激光接收器(17)电连接,所述控制台(40)与液压泵(43)、液缸(42)、上液压缸(11)和下液压缸(31)管道连接。5. The support member of the concrete frame shear structure according to claim 4, characterized in that a first electronic level (44) is provided at the front end of the pallet truck (4), and a first electronic level (44) is provided at the front end of the pallet truck (4). A second electronic level (45), a console (40) is also provided at the rear end of the trolley (4), the console (40) is electrically connected to a battery (41), and the console (40) is connected to the second electronic level (45). An electronic level, a second electronic level (45), a laser transmitter (15) and a laser receiver (17) are electrically connected, and the console (40) is connected to a hydraulic pump (43), a hydraulic cylinder (42), and an upper hydraulic pressure The cylinder (11) and the lower hydraulic cylinder (31) are connected by pipelines. 6.根据权利要求5所述的混凝土框剪结构的支撑构件,其特征在于,所述控制台(40)包括无线控制接收模块。6. The support member of the concrete frame-shear structure according to claim 5, characterized in that the console (40) includes a wireless control receiving module. 7.根据权利要求6所述的混凝土框剪结构的支撑构件,其特征在于,所述板车(4)连接固定柱(22)的一端下方设置有负重轮(47),所述板车(4)另一端设置有万向轮(46)。7. The supporting member of the concrete frame shear structure according to claim 6, characterized in that a load wheel (47) is provided below one end of the pallet truck (4) connected to the fixed column (22), and the pallet truck (47) is 4) The other end is provided with a universal wheel (46). 8.一种混凝土框剪结构的支撑构件的使用方法,其特征在于,包括权利要求7所述混凝土框剪结构的支撑构件,包括以下步骤:8. A method for using the support members of a concrete frame shear structure, characterized in that the support member of the concrete frame shear structure according to claim 7 includes the following steps: S1:清理地面浮土和混凝土残渣,通过控制台(40)控制下液压缸(31)驱动下支撑杆(32)展开、调整调节支座(34)接触地面,下液压缸(31)进一步伸出举升板车(4),使负重轮(47)和万向轮(46)离开地面;S1: Clean the floating soil and concrete residue on the ground, control the lower hydraulic cylinder (31) through the console (40) to drive the lower support rod (32) to unfold, adjust the adjustment support (34) to contact the ground, and the lower hydraulic cylinder (31) extends further Lift the trolley (4) to lift the road wheels (47) and universal wheels (46) off the ground; S2:读取第一电子水平仪(44)数据和第二电子水平仪(45)数据,通过控制台(40)处理数据后自动调节对应方向的下液压缸(31),直至第一电子水平仪(44)和第二电子水平仪(45)调平;S2: Read the data of the first electronic level (44) and the second electronic level (45), process the data through the console (40) and automatically adjust the lower hydraulic cylinder (31) in the corresponding direction until the first electronic level (44 ) and the second electronic level (45) for leveling; S3:清理上支撑盘(13)和中心支撑盘(14)上表面的浮土和混凝土残渣,使用激光水平仪放置在中心支撑盘(14)上表面调整上支撑盘(13)与中心支撑盘(14)于同一平面,并放置混凝土模板;S3: Clean the floating soil and concrete residue on the upper surface of the upper support plate (13) and the center support plate (14), use a laser level to place it on the upper surface of the center support plate (14), and adjust the upper support plate (13) and the center support plate (14). ) on the same plane and place the concrete formwork; S4:在控制台(40)设置举升高度,启动驱动电机(27)通过减速器(28)驱动丝杆(25)转动,使移动柱(21)升起。S4: Set the lifting height on the console (40), start the drive motor (27) to drive the screw rod (25) to rotate through the reducer (28), so that the moving column (21) rises. 9.根据权利要求8所述的混凝土框剪结构的支撑构件的使用方法,其特征在于,所述S1步骤还包括铺设垫块(5)搭接在框架结构两根横梁之间。9. The method of using support members of a concrete frame-shear structure according to claim 8, characterized in that step S1 further includes laying pads (5) overlapping between two beams of the frame structure. 10.根据权利要求8所述的混凝土框剪结构的支撑构件的使用方法,其特征在于,所述S4步骤,根据施工面积放置多个上述混凝土框剪结构的支撑构件时,控制台(40)设定举升高度后,通过外部控制信号同时启动上述多个上述混凝土框剪结构的支撑构件。10. The method of using the support members of the concrete frame shear structure according to claim 8, characterized in that in step S4, when placing multiple support members of the concrete frame shear structure according to the construction area, the console (40) After setting the lifting height, the above-mentioned plurality of support members of the above-mentioned concrete frame shear structure are simultaneously activated through external control signals.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110021626A (en) * 2010-03-02 2011-03-04 (주)종합건축사사무소에이그룹 Formwork sag detection device for building construction
CN112267672A (en) * 2020-10-09 2021-01-26 史润涛 Residential formwork's erection equipment is used in building engineering construction
CN213329139U (en) * 2020-08-21 2021-06-01 中铁济南工程建设监理有限公司 A kind of foundation pit support detection tool
EP3940171A1 (en) * 2020-07-17 2022-01-19 Peri Ag Inclination and offset detection device
CN113958152A (en) * 2021-12-10 2022-01-21 中国建筑第八工程局有限公司 An independent support system for prefabricated building construction
CN216385619U (en) * 2021-11-05 2022-04-26 安锦源科技(天津)有限公司 Fan tower section of thick bamboo inclination monitoring devices
CN114737793A (en) * 2022-04-28 2022-07-12 庄瑜 Assembled building design support top beam plate and using method thereof
CN114812527A (en) * 2022-05-09 2022-07-29 中国建筑第五工程局有限公司 A kind of automatic leveling system of top support for building construction and its operation method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110021626A (en) * 2010-03-02 2011-03-04 (주)종합건축사사무소에이그룹 Formwork sag detection device for building construction
EP3940171A1 (en) * 2020-07-17 2022-01-19 Peri Ag Inclination and offset detection device
CN213329139U (en) * 2020-08-21 2021-06-01 中铁济南工程建设监理有限公司 A kind of foundation pit support detection tool
CN112267672A (en) * 2020-10-09 2021-01-26 史润涛 Residential formwork's erection equipment is used in building engineering construction
CN216385619U (en) * 2021-11-05 2022-04-26 安锦源科技(天津)有限公司 Fan tower section of thick bamboo inclination monitoring devices
CN113958152A (en) * 2021-12-10 2022-01-21 中国建筑第八工程局有限公司 An independent support system for prefabricated building construction
CN114737793A (en) * 2022-04-28 2022-07-12 庄瑜 Assembled building design support top beam plate and using method thereof
CN114812527A (en) * 2022-05-09 2022-07-29 中国建筑第五工程局有限公司 A kind of automatic leveling system of top support for building construction and its operation method

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