CN115415450A - Movable reinforcement binding platform - Google Patents

Movable reinforcement binding platform Download PDF

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Publication number
CN115415450A
CN115415450A CN202211027001.6A CN202211027001A CN115415450A CN 115415450 A CN115415450 A CN 115415450A CN 202211027001 A CN202211027001 A CN 202211027001A CN 115415450 A CN115415450 A CN 115415450A
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support
rod
steel bar
binding
support beam
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CN115415450B (en
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孙凤祥
李江
王俊华
肖翔
牛军辉
潘胜平
叶绍其
禹建文
吕创龙
傅燕平
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Hubei Jingjing Railway Co ltd
5th Engineering Co Ltd of MBEC
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Hubei Jingjing Railway Co ltd
5th Engineering Co Ltd of MBEC
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F29/00—Making fencing or like material made partly of wire
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F23/00—Feeding wire in wire-working machines or apparatus

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  • Reinforcement Elements For Buildings (AREA)
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Abstract

本发明提供一种移动式的钢筋绑扎平台,包括:平台本体,平台本体设有绑扎空间,绑扎空间用于钢筋的绑扎;滚动组件,滚动组件的数量为多个,多个滚动组件与平台本体连接;驱动组件,驱动组件的数量为多个,设在平台本体底部的多个滚动组件与平台本体连接,多个驱动组件与多个滚动组件相对应地的连接;其中,每一个驱动组件带动对应的滚动组件移动,以使得钢筋绑扎平台能够在不同的使用场景下切换。与现有技术相比,本方案所能达到的效果:在平台本体的下方增设驱动组件与滚动组件,进而能够使钢筋绑扎平台在室外施工场地与室内工地之间灵活移动,增加钢筋绑扎室内作业时间,改善工作环境,从而提高整体钢筋绑扎施工的效率,减少钢筋搬运工作量。

Figure 202211027001

The invention provides a mobile steel bar binding platform, comprising: a platform body, the platform body is provided with a binding space, and the binding space is used for binding steel bars; rolling components, the number of rolling components is multiple, and the multiple rolling components and the platform body Connection; driving components, the number of driving components is multiple, multiple rolling components arranged at the bottom of the platform body are connected to the platform body, and multiple driving components are connected to multiple rolling components correspondingly; wherein, each driving component drives The corresponding rolling components move so that the steel bar binding platform can be switched under different usage scenarios. Compared with the existing technology, the effect that this scheme can achieve: add driving components and rolling components under the platform body, and then enable the steel bar binding platform to move flexibly between the outdoor construction site and the indoor construction site, and increase the indoor operation of steel bar binding. Time and improve the working environment, thereby improving the efficiency of the overall steel bar binding construction and reducing the workload of steel bar handling.

Figure 202211027001

Description

一种移动式的钢筋绑扎平台A mobile steel bar binding platform

技术领域technical field

本发明涉及桥梁建设技术领域,尤其是涉及一种移动式的钢筋绑扎平台。The invention relates to the technical field of bridge construction, in particular to a mobile steel bar binding platform.

背景技术Background technique

随着我国高铁桥梁建设发展,高铁箱梁不管是采用现场浇注还是全预制化生产模式,在桥梁各构件的施工过程中,都需要对箱梁钢筋笼进行绑扎,其中,箱梁钢筋笼的绑扎为工厂化施工,在钢筋笼绑扎过程中,需要对钢筋进行定位和固定,保证钢筋能够形成需要的形状,从而需要使用到钢筋绑扎平台,但是,采用现浇方式施工桥梁各构件已越来越受周边施工环境要求、天气环境要求的限制,绑扎好的钢筋需要通过起重机抬升转移进行浇筑环节,因此钢筋笼的绑扎平台无法设置在室内,相关技术中箱梁的钢筋绑扎为露天作业,往往遇到恶劣天气时,处于室外的钢筋的绑扎过程会被影响,导致拖慢施工进度,同时增加了钢筋搬运的工作量。With the development of my country's high-speed rail bridge construction, regardless of whether the high-speed rail box girder adopts on-site casting or fully prefabricated production mode, it is necessary to bind the box girder reinforcement cage during the construction of each component of the bridge. Among them, the binding of the box girder reinforcement cage For factory construction, in the process of binding steel cages, it is necessary to locate and fix the steel bars to ensure that the steel bars can form the required shape, thus requiring the use of steel bar binding platforms. However, the use of cast-in-place construction of bridge components has become more and more Restricted by the requirements of the surrounding construction environment and the weather environment, the bound steel bars need to be lifted and transferred by a crane for pouring. Therefore, the binding platform of the steel cage cannot be set up indoors. In bad weather, the binding process of the outdoor steel bars will be affected, which will slow down the construction progress and increase the workload of steel bar handling.

由此可见,如何使得钢筋绑扎能够在室内进行施工的同时,不影响钢筋在室外进行转移而减少钢筋搬运的工作量成为了亟需解决的问题。It can be seen that how to make the steel bar binding can be constructed indoors without affecting the transfer of the steel bar outdoors and reducing the workload of steel bar handling has become an urgent problem to be solved.

发明内容Contents of the invention

本发明的目的在于提供一种能够在室外施工场地与室内工地之间灵活移动、增加钢筋绑扎室内作业时间、改善工作环境、提高钢筋绑扎施工效率、减少钢筋搬运工作量的移动式的钢筋绑扎平台。The purpose of the present invention is to provide a mobile steel bar binding platform that can flexibly move between the outdoor construction site and the indoor construction site, increase the indoor working time of steel bar binding, improve the working environment, improve the efficiency of steel bar binding construction, and reduce the workload of steel bar handling .

本发明的目的是这样实现的:The purpose of the present invention is achieved like this:

一种移动式的钢筋绑扎平台,特征是:包括:平台本体,平台本体包括第一支撑梁、第二支撑梁、第三支撑梁和支撑件,在平台本体中设有绑扎空间,绑扎空间用于钢筋的绑扎;滚动组件,滚动组件的数量为多个,设在平台本体底部的多个滚动组件与平台本体连接;驱动组件,驱动组件的数量为多个,多个驱动组件与平台本体连接,多个驱动组件与多个滚动组件相对应地电连接;其中,每一个驱动组件带动对应的滚动组件移动,以使得钢筋绑扎平台能够在不同的使用场景下切换,增加了钢筋绑扎室内作业的时间,改善了工作环境提高了作业效率,同时减少了钢筋搬运的工作量。A mobile steel bar binding platform, characterized by: comprising: a platform body, the platform body includes a first support beam, a second support beam, a third support beam and a support member, a binding space is provided in the platform body, and the binding space is used For the binding of steel bars; rolling components, the number of rolling components is multiple, and multiple rolling components at the bottom of the platform body are connected to the platform body; driving components, the number of driving components is multiple, and multiple driving components are connected to the platform body , a plurality of driving components are electrically connected to a plurality of rolling components correspondingly; wherein, each driving component drives the corresponding rolling component to move, so that the steel bar binding platform can be switched under different usage scenarios, increasing the safety of the steel bar binding indoor work Time, improve the working environment, improve work efficiency, and reduce the workload of steel bar handling.

与现有技术相比,本方案所能达到的效果:在平台本体的下方增设驱动组件与滚动组件,进而能够使钢筋绑扎平台在室外施工场地与室内工地之间灵活移动,从而提高整体钢筋绑扎施工的效率。Compared with the existing technology, the effect that this scheme can achieve: add driving components and rolling components under the platform body, and then enable the steel bar binding platform to move flexibly between the outdoor construction site and the indoor construction site, thereby improving the overall steel bar binding. construction efficiency.

在本发明的一个实施例中,滚动组件包括:第一移动件,第一移动件与平台本体连接;第二移动件,第二移动件与第一移动件配合,第一移动件能够相对第二移动件进行移动。In one embodiment of the present invention, the rolling assembly includes: a first moving part, the first moving part is connected with the platform body; a second moving part, the second moving part cooperates with the first moving part, and the first moving part can move relatively Two moving parts are moved.

与现有技术相比,本方案所能到达的效果:在一个具体的实施例中,第一移动件为一种履带移动结构或是滚轮移动结构,第二移动件为一种移动平台,便于第一移动件的移动。Compared with the prior art, the effect that this solution can achieve: In a specific embodiment, the first moving part is a crawler moving structure or a roller moving structure, and the second moving part is a moving platform, which facilitates Movement of the first moving part.

在本发明的一个实施例中,第一移动件包括:滚轮件,滚轮件与平台本体连接;第二移动件包括:滑槽,滚轮件在滑槽内滚动。In one embodiment of the present invention, the first moving part includes: a roller part, which is connected to the platform body; the second moving part includes: a chute, and the roller part rolls in the chute.

与现有技术相比,本方案所能到达的效果:在一个具体的实施例中,滑槽与地面固定连接设置,滑槽连通室内工地与室外施工场地,便于滚轮件在滑槽内移动,从而便于钢筋绑扎平台在室外施工场地与室内工地之间灵活移动,从而提高整体钢筋绑扎施工的效率。Compared with the existing technology, the effect that this scheme can achieve: In a specific embodiment, the chute is fixedly connected to the ground, and the chute connects the indoor construction site and the outdoor construction site, which is convenient for the rollers to move in the chute. This facilitates the flexible movement of the steel bar binding platform between the outdoor construction site and the indoor construction site, thereby improving the efficiency of the overall steel bar binding construction.

在本发明的一个实施例中,平台本体包括:第一支撑梁,第一支撑梁设有多个开孔,多个开孔在第一支撑梁上均匀间隔设置;其中,多个开孔用于对钢筋进行固定限位。In one embodiment of the present invention, the platform body includes: a first support beam, the first support beam is provided with a plurality of openings, and the plurality of openings are evenly spaced on the first support beam; wherein, the plurality of openings are used for It is used to fix the limit of the steel bar.

与现有技术相比,本方案所能到达的效果:随着第一支撑梁的延伸方向,设置有多个均匀间隔设置的开孔,便于对钢筋在绑扎过程中进行限位,从而便于钢筋的绑扎定型操作。Compared with the existing technology, the effect that this scheme can achieve: Along with the extension direction of the first support beam, there are a plurality of evenly spaced openings, which is convenient for the limit of the reinforcement during the binding process, so that the reinforcement is convenient. The binding and shaping operation.

在本发明的一个实施例中,平台本体包括:第二支撑梁;支撑件,支撑件的数量为多个,多个支撑件与第二支撑梁连接,且多个支撑件均匀间隔设置。In one embodiment of the present invention, the platform body includes: a second support beam; and a plurality of support members, the plurality of support members are connected to the second support beam, and the plurality of support members are evenly spaced.

与现有技术相比,本方案所能到达的效果:支撑件的设置能够使得钢筋的绑扎更为的便利。Compared with the prior art, the effect achieved by this solution is that the setting of the supporting member can make the binding of steel bars more convenient.

在本发明的一个实施例中,支撑件包括:第一固定杆,第一固定杆与第二支撑梁固定连接;第二固定杆,第二固定杆与第二支撑梁固定连接,第一固定杆与第二固定杆在第二支撑梁的两侧相对设置;限位杆,限位杆的一端与第一固定杆以可拆卸的方式连接,限位杆的另一端向着绑扎空间延伸设置,第二固定杆用于辅助支撑限位杆。In one embodiment of the present invention, the supporting member includes: a first fixed rod, the first fixed rod is fixedly connected with the second support beam; a second fixed rod, the second fixed rod is fixedly connected with the second support beam, and the first fixed rod The rod and the second fixed rod are arranged opposite to each other on both sides of the second support beam; the limit rod, one end of the limit rod is detachably connected with the first fixed rod, and the other end of the limit rod extends toward the binding space, The second fixing rod is used for auxiliary support of the limit rod.

与现有技术相比,本方案所能到达的效果:在一个具体的实施例中,其中限位杆为一种金属杆体,限位杆的一端设置有通孔,可以与第一固定杆的伸出部分转动连接,同时,通过嵌套的方式即可实现第一固定杆与限位杆的装配以及拆卸;当第一固定杆与限位杆装配完成后,只需要将限位杆抵靠至第二固定杆的顶部,即可实现限位杆对横向进行绑扎的钢筋进行有效的限位支撑作用。Compared with the prior art, the effect that this solution can achieve: In a specific embodiment, the limit rod is a metal rod body, and one end of the limit rod is provided with a through hole, which can be connected with the first fixed rod. The protruding part is rotationally connected, and at the same time, the assembly and disassembly of the first fixed rod and the limit rod can be realized by nesting; when the first fixed rod and the limit rod are assembled, it is only necessary to put the limit rod against the To the top of the second fixing rod, the limiting rod can effectively limit and support the horizontally bound steel bars.

在本发明的一个实施例中,平台本体包括:第三支撑梁,第三支撑梁向着绑扎空间的一侧设有多个均匀间隔设置的第一安装槽;第一支撑架,第一支撑架的一端嵌入第一安装槽内,以使得第一支撑架与第三支撑梁连接,第一支撑架向着绑扎空间延伸设置;其中,第一支撑架用于支撑钢筋。In one embodiment of the present invention, the platform body includes: a third support beam, the third support beam is provided with a plurality of evenly spaced first installation grooves on one side of the third support beam facing the binding space; a first support frame, a first support frame One end of one end is embedded in the first installation groove, so that the first support frame is connected with the third support beam, and the first support frame is extended toward the binding space; wherein, the first support frame is used for supporting steel bars.

现有技术相比,本方案所能到达的效果:由于钢筋在绑扎过程中,钢筋所构成的钢筋笼的中部为镂空结构,从而设置第一支撑架能够对处于绑扎空间顶部的钢筋进行支撑。Compared with the prior art, the effect that this solution can achieve: Since the middle part of the reinforcement cage formed by the reinforcement is a hollow structure during the binding process of the reinforcement, the first support frame can be set to support the reinforcement at the top of the binding space.

在本发明的一个实施例中,第一支撑架包括:第一连接杆,第一连接杆的一端与第一安装槽嵌合连接,第一连接杆的另一端设置有第二安装槽,且第一连接杆向着绑扎空间延伸设置;第二连接杆,第二连接杆嵌合至第二安装槽,第一连接杆与第二连接杆相互垂直设置。In one embodiment of the present invention, the first support frame includes: a first connecting rod, one end of the first connecting rod is fitly connected with the first installation groove, the other end of the first connecting rod is provided with a second installation groove, and The first connecting rod is extended toward the binding space; the second connecting rod is fitted into the second installation groove, and the first connecting rod and the second connecting rod are arranged perpendicularly to each other.

与现有技术相比,本方案所能到达的效果:在一个具体的实施例中,第二连接杆配合第一连接杆能够更有效地对钢筋的绑扎起到支撑。Compared with the prior art, the effect achieved by this solution is: in a specific embodiment, the second connecting rod cooperates with the first connecting rod to more effectively support the binding of steel bars.

在本发明的一个实施例中,第二连接杆的端部设置有限位凸起。In one embodiment of the present invention, a limiting protrusion is provided at the end of the second connecting rod.

与现有技术相比,本方案所能到达的效果:在一个具体的实施例中,第二连接杆的端部设有金属支撑筋,用于配合第二连接连接杆对钢筋进行支撑限位,限位凸起则是能够防止金属支撑筋向着第二连接杆的两侧滑脱。Compared with the existing technology, the effect that this solution can achieve: In a specific embodiment, the end of the second connecting rod is provided with a metal support rib, which is used to cooperate with the second connecting connecting rod to support and limit the reinforcement The limit protrusion can prevent the metal support rib from slipping towards the two sides of the second connecting rod.

在本发明的一个实施例中,第一连接杆包括:第一支杆,第一支杆的一端与第一安装槽嵌合连接;第二支杆,第二支杆与第一支杆的另一端套接,第二支杆能够相对第一支杆移动;固定件,固定件设置于第一支杆与第二支杆的套接位置,固定件用于限制第二支杆移动。In one embodiment of the present invention, the first connecting rod includes: a first rod, one end of the first rod is engaged with the first installation groove; a second rod, the second rod is connected to the first rod The other end is socketed, and the second pole can move relative to the first pole; the fixing piece is arranged at the socket position of the first pole and the second pole, and the fixing piece is used to limit the movement of the second pole.

与现有技术相比,本方案所能到达的效果:第二支杆能够相对第一支杆进行伸缩调节,从而能够使得第一支撑架能够适用于更多不同的使用场景。Compared with the prior art, the effect achieved by this solution is that the second support rod can be telescopically adjusted relative to the first support rod, so that the first support frame can be applied to more different usage scenarios.

因此,本发明具有能够在室外施工场地与室内工地之间灵活移动、增加钢筋绑扎室内作业时间、改善工作环境、提高钢筋绑扎施工效率、减少钢筋搬运工作量的优点。Therefore, the present invention has the advantages of being able to flexibly move between the outdoor construction site and the indoor construction site, increase the indoor working time of steel bar binding, improve the working environment, improve the efficiency of steel bar binding construction, and reduce the workload of steel bar handling.

附图说明Description of drawings

图1为钢筋绑扎平台的结构示意图;Fig. 1 is the structural representation of steel bar binding platform;

图2为图1中A处的局部放大图;Fig. 2 is a partial enlarged view of place A in Fig. 1;

图3为图1中B处的局部放大图;Fig. 3 is a partial enlarged view of place B in Fig. 1;

图4为图1中C处的局部放大图;Fig. 4 is a partial enlarged view of place C in Fig. 1;

图5为一些实施例中钢筋绑扎平台的主视图;Fig. 5 is the front view of the steel bar binding platform in some embodiments;

图6为一些实施例中钢筋绑扎平台的另一结构示意图;Fig. 6 is another schematic structural view of the steel bar binding platform in some embodiments;

图7为一些实施例中固定凹槽的结构示意图;Fig. 7 is a schematic structural diagram of a fixing groove in some embodiments;

图8为一些实施例中第一连接杆的部分结构示意图。Fig. 8 is a partial structural diagram of the first connecting rod in some embodiments.

附图标记说明:Explanation of reference signs:

1、绑扎空间;100、平台本体;110、第一支撑梁;111、开孔;120、第二支撑梁;130、支撑件;131、第一固定杆;132、第二固定杆;133、限位杆;134、固定凹槽;135、止挡件;X1、第一横截面长度;140、第三支撑梁;141、第一安装槽;150、第一支撑架;151、第一连接杆;1510、第二安装槽;1511、第一支杆;1512、第二支杆;1513、固定件;1514、套筒;1515、螺钉件;152、第二连接杆;1520、限位凸起;200、滚动组件;210、第一移动件;211、滚轮件;220、第二移动件;221、滑槽;222、筋条;300、驱动组件;α、第一夹角;β、第二夹角;400、弹簧钢珠;500、孔结构。1. Binding space; 100, platform body; 110, first support beam; 111, opening; 120, second support beam; 130, support member; 131, first fixing rod; 132, second fixing rod; 133, Limiting rod; 134, fixed groove; 135, stopper; X1, first cross-sectional length; 140, third support beam; 141, first installation groove; 150, first support frame; 151, first connection Rod; 1510, second mounting groove; 1511, first pole; 1512, second pole; 1513, fixing piece; 1514, sleeve; 1515, screw; 152, second connecting rod; 1520, limit protrusion 200, rolling assembly; 210, first moving part; 211, roller part; 220, second moving part; 221, chute; 222, rib; 300, driving component; α, first included angle; β, The second included angle; 400, spring steel ball; 500, hole structure.

具体实施方式detailed description

为使本发明的上述目的、特征和优点能够更为明显易懂,对本发明的具体实施例做详细的说明。In order to make the above objects, features and advantages of the present invention more comprehensible, specific embodiments of the present invention will be described in detail.

实施例1:Example 1:

参见图1、图2与图5,本实施例提供的钢筋绑扎平台,包括:平台本体100,平台本体100包括第一支撑梁110、第二支撑梁120、第三支撑梁140和支撑件130,平台本体100设有绑扎空间1,绑扎空间1用于钢筋的绑扎;滚动组件200,滚动组件200的数量为多个,设在平台本体100底部的多个滚动组件200与平台本体100连接;驱动组件300,驱动组件300的数量为多个,多个驱动组件300与平台本体100连接,多个驱动组件300与多个滚动组件200相对应地电连接;其中,每一个驱动组件300带动对应的滚动组件200移动,以使得钢筋绑扎平台1能够在不同的使用场景下切换。Referring to Fig. 1, Fig. 2 and Fig. 5, the steel bar binding platform provided by this embodiment includes: a platform body 100, and the platform body 100 includes a first support beam 110, a second support beam 120, a third support beam 140 and a support member 130 , the platform body 100 is provided with a binding space 1, and the binding space 1 is used for binding steel bars; the rolling assembly 200, the number of the rolling assembly 200 is multiple, and the multiple rolling assemblies 200 located at the bottom of the platform body 100 are connected to the platform body 100; Drive assembly 300, the quantity of drive assembly 300 is a plurality of, a plurality of drive assemblies 300 are connected with platform body 100, and a plurality of drive assemblies 300 is electrically connected with a plurality of rolling assemblies 200 correspondingly; Wherein, each drive assembly 300 drives corresponding The rolling assembly 200 moves so that the steel bar binding platform 1 can be switched under different usage scenarios.

在本实施例中,平台本体100为钢筋绑扎平台的主体部分,平台本体100内设置有的绑扎空间1供钢筋的绑扎定型。具体来说,平台本体100为一种等腰梯形结构,需要将钢筋绑扎定型为等腰梯形结构,对应现有的大多数等腰梯形结构的高架桥梁。In this embodiment, the platform body 100 is the main part of the steel bar binding platform, and the binding space 1 provided in the platform body 100 is used for binding and finalizing the steel bars. Specifically, the platform body 100 is an isosceles trapezoidal structure, and the steel bars need to be bound and shaped into an isosceles trapezoidal structure, corresponding to most existing viaducts with isosceles trapezoidal structures.

其中,在平台本体100的底部的两侧,也即图5中钢筋绑扎平台的下方的两侧,设置有滚动组件200与驱动组件300,由于钢筋绑扎平台是用于钢筋的绑扎,因此作业过程中钢筋的质量较大,因此在平台本体100的两侧延伸设置有多个驱动组件300以及滚动组件200,多个滚动组件200的设置能够提高滚动组件200对平台本体100的支撑强度,同时,每一个驱动组件300对应电连接一个滚动组件200,驱动组件300在本实施例中具体为一种驱动电机,使得每一个驱动组件300能够带动对应的滚动组件200滚动,具体来说,参见图1,电机a用于驱动滚动轮b,电机c用于驱动滚动轮d,以此类推,从而使得钢筋绑扎平台能够实现移动。其中,滚动组件200与驱动组件300一一对应的设置,能够便于较大质量的钢筋绑扎平台在具有一定的作业负载下进行移动,例如,当处于室外工地上的钢筋绑扎平台,绑扎空间1内已经绑扎设置有作业至一半的钢筋笼时,即使此时遇上恶劣天气,即使此时多个驱动组件300中的几个损坏,但是由于是单个驱动组件300对应单个的滚动组件200进行驱动,因此本实施例中的钢筋绑扎平台1也能够顺利移动至室内工地进行继续的绑扎工作。Wherein, on both sides of the bottom of the platform body 100, that is, on both sides below the steel bar binding platform in FIG. 5, a rolling assembly 200 and a driving assembly 300 are provided. The quality of the middle steel bar is relatively large, so a plurality of driving assemblies 300 and rolling assemblies 200 are extended on both sides of the platform body 100. The setting of multiple rolling assemblies 200 can improve the support strength of the rolling assemblies 200 to the platform body 100. At the same time, Each driving assembly 300 is correspondingly electrically connected to a rolling assembly 200. In this embodiment, the driving assembly 300 is specifically a driving motor, so that each driving assembly 300 can drive the corresponding rolling assembly 200 to roll. Specifically, refer to FIG. 1 , the motor a is used to drive the scroll wheel b, the motor c is used to drive the scroll wheel d, and so on, so that the steel bar binding platform can be moved. Among them, the one-to-one corresponding setting of the rolling assembly 200 and the driving assembly 300 can facilitate the movement of a relatively large steel bar binding platform under a certain operating load. When the reinforced cages that have been installed halfway through the work have been bound, even if there is bad weather at this time, even if several of the multiple drive assemblies 300 are damaged at this time, since a single drive assembly 300 is driven by a single rolling assembly 200, Therefore, the steel bar binding platform 1 in this embodiment can also be smoothly moved to the indoor construction site for continuous binding work.

进一步地,具体的,在平台本体100的下方增设驱动组件300与滚动组件200,进而能够使钢筋绑扎平台1在室外施工场地与室内工地之间灵活移动,从而提高整体钢筋绑扎施工的效率,增加了钢筋绑扎室内作业的时间,改善了工作环境提高了作业效率,同时减少了钢筋搬运的工作量。Further, specifically, a driving assembly 300 and a rolling assembly 200 are added below the platform body 100, thereby enabling the steel bar binding platform 1 to move flexibly between the outdoor construction site and the indoor construction site, thereby improving the efficiency of the overall steel bar binding construction and increasing It saves the time for indoor operation of steel bar binding, improves the working environment and improves the work efficiency, and reduces the workload of steel bar handling at the same time.

实施例2:Example 2:

参见图1、图2与图5,本实施例中,滚动组件200包括:第一移动件210,第一移动件210与平台本体100连接;第二移动件220,第二移动件220与第一移动件210配合,第一移动件210能够相对第二移动件220进行移动。Referring to Fig. 1, Fig. 2 and Fig. 5, in this embodiment, the rolling assembly 200 includes: a first moving part 210, which is connected to the platform body 100; a second moving part 220, which is connected to the second moving part 220 A moving part 210 cooperates, and the first moving part 210 can move relative to the second moving part 220 .

在本实施例中,第一移动件210在本实施例中可以为一种履带移动结构或者是滚轮移动结构,第二移动件220为一种移动平台,便于第一移动件210的移动。In this embodiment, the first moving part 210 may be a crawler moving structure or a roller moving structure in this embodiment, and the second moving part 220 is a moving platform, which facilitates the movement of the first moving part 210 .

其中,在本实施例中,优选的,第一移动件210包括:滚轮件211,滚轮件211与平台本体100连接;第二移动件220包括:滑槽221,滚轮件211在滑槽221内滚动。具体来说,第一移动件210为一种滚轮件211,第二移动件220为一种滑槽221,滑槽221与地面固定连接设置,滑槽221连通室内工地与室外施工场地,便于滚轮件211在滑槽221内移动,具体来说,滑槽221埋入地坪,此时滑槽221的顶部区域与地面平齐,同时为了本实施例中的滚轮件211能够正常实现移动,滚轮件211小于直径1/2的部分深入滑槽221的槽口,从而便于钢筋绑扎平台1在室外施工场地与室内工地之间灵活移动,从而提高整体钢筋绑扎施工的效率。Wherein, in this embodiment, preferably, the first moving part 210 includes: a roller part 211, and the roller part 211 is connected with the platform body 100; scroll. Specifically, the first moving part 210 is a roller part 211, the second moving part 220 is a chute 221, the chute 221 is fixedly connected with the ground, and the chute 221 communicates with the indoor construction site and the outdoor construction site, so that the rollers The member 211 moves in the chute 221. Specifically, the chute 221 is buried in the ground, and the top area of the chute 221 is flush with the ground at this time. At the same time, in order for the roller member 211 in this embodiment to move normally, the roller Part 211 less than 1/2 in diameter goes deep into the notch of chute 221, thereby facilitating the flexible movement of steel bar binding platform 1 between the outdoor construction site and the indoor construction site, thereby improving the efficiency of the overall steel bar binding construction.

进一步地,在滑槽221的两侧设置有并行间隔分布的筋条222,筋条222与滑槽221的侧部固定连接设置,当滑槽221埋入地坪中时,筋条222伸出地面,筋条222具体为一种钢筋棍或钢筋条,也即筋条222起锚固作用,筋条222的设置能够防止滚轮件211向着滑槽221的两侧脱出,从而进一步地保证本实施例中的滚轮件211能够正常稳定地在滑槽221中滚动。Further, on both sides of the chute 221, there are ribs 222 distributed in parallel at intervals. The ribs 222 are fixedly connected to the sides of the chute 221. When the chute 221 is embedded in the ground, the ribs 222 protrude. On the ground, the rib 222 is specifically a steel bar or a steel bar, that is, the rib 222 acts as an anchor, and the setting of the rib 222 can prevent the roller member 211 from protruding toward the two sides of the chute 221, thereby further ensuring the stability of the present embodiment. The roller member 211 can roll in the chute 221 normally and stably.

实施例3:Example 3:

参见图1与图3,本实施例中,平台本体100包括:第一支撑梁110,在第一支撑梁110上设有多个开孔111,多个开孔111在第一支撑梁110上均匀间隔设置;其中,多个开孔111用于对钢筋进行固定限位。Referring to FIG. 1 and FIG. 3 , in this embodiment, the platform body 100 includes: a first support beam 110 with a plurality of openings 111 on the first support beam 110 , and a plurality of openings 111 on the first support beam 110 Evenly spaced; wherein, a plurality of openings 111 are used to fix and limit the steel bars.

在本实施例中,第一支撑梁110设置在平台本体100的侧部,其中,参见图1结合图5,第一支撑梁110在垂直与纸面向内的方向设置。优选的,第一支撑梁110的数量同样设置有多个,平台本体100的相对两侧均设置有第一支撑梁110,随着第一支撑梁110的延伸方向,设置有多个均匀间隔设置的开孔111,便于对钢筋在绑扎过程中进行限位,从而便于钢筋的绑扎定型操作,同时,开孔111具体为一种具有开口的半圆柱形结构,便于钢筋的脱模。In this embodiment, the first support beam 110 is disposed on the side of the platform body 100 , wherein, referring to FIG. 1 in conjunction with FIG. 5 , the first support beam 110 is disposed in a direction perpendicular to the plane of the paper and inward. Preferably, the number of the first support beams 110 is also provided in multiples, the opposite sides of the platform body 100 are provided with the first support beams 110, along with the extension direction of the first support beams 110, a plurality of evenly spaced sets are provided. The opening 111 is convenient to limit the position of the steel bar during the binding process, thereby facilitating the binding and shaping operation of the steel bar.

进一步地,在平台本体100的两侧的竖直方向上设置多个平行的第一支撑梁110,能够进一步地提升对钢筋绑扎的限位效果。Furthermore, a plurality of parallel first support beams 110 are arranged in the vertical direction on both sides of the platform body 100, which can further improve the effect of limiting the binding of steel bars.

实施例4:Example 4:

参见图1与图3,本实施例中,平台本体100包括:第二支撑梁120;支撑件130,支撑件130的数量为多个,多个支撑件130与第二支撑梁120连接,且多个支撑件130均匀间隔设置。1 and 3, in this embodiment, the platform body 100 includes: a second support beam 120; a support member 130, the number of support members 130 is multiple, and the plurality of support members 130 are connected to the second support beam 120, and A plurality of support members 130 are evenly spaced.

在本实施例中,第二支撑梁120具体来说,需要与第一支撑梁110连接设置,能够进一步地提高第二支撑梁120与第一支撑梁110的强度。同时,第二支撑梁120的设置数量同样为多个,在平台本体100的两侧设置,其中,多个第二支撑梁120与第一支撑梁110垂直设置,且多个第二支撑梁120之间设置有间隙,能够便于钢筋的绑扎定型操作,同时也便于钢筋绑扎完成后的脱模。In this embodiment, specifically, the second support beam 120 needs to be connected with the first support beam 110 so as to further improve the strength of the second support beam 120 and the first support beam 110 . At the same time, the number of second support beams 120 is also multiple, and they are arranged on both sides of the platform body 100, wherein the plurality of second support beams 120 are vertically arranged with the first support beam 110, and the plurality of second support beams 120 There is a gap between them, which can facilitate the binding and shaping operation of the steel bars, and also facilitate the demoulding after the steel bars are bound.

其中,支撑件130与第二支撑梁120连接设置,结合图5,多个第二支撑梁120与支撑件130垂直连接,且多个支撑件130之间均匀间隔设置。支撑件130用于支撑横向搭载绑扎的钢筋,同样的,支撑件130的设置能够使得钢筋的绑扎更为的便利。Wherein, the support member 130 is connected to the second support beam 120 . Referring to FIG. 5 , multiple second support beams 120 are vertically connected to the support member 130 , and the plurality of support members 130 are evenly spaced apart. The supporting member 130 is used to support the steel bars that are bundled horizontally. Similarly, the setting of the supporting member 130 can make the binding of the steel bars more convenient.

进一步地,由于第二支撑梁120的数量同样为多个,因此每一个第二支撑梁120上沿纵向方向均连接设置有多个支撑件130,从而便于钢筋的绑扎。Further, since the number of the second support beams 120 is also multiple, each second support beam 120 is connected with a plurality of support members 130 along the longitudinal direction, so as to facilitate the binding of steel bars.

进一步地,参见图5,第二支撑梁120的上顶端部分呈折角延伸设置,且第二夹角β大于第一夹角α的角度,其中,第一夹角α为钝角,使得本实施例中的钢筋笼绑扎平台适用于梯形结构的钢筋笼的绑扎搭建,其中第二夹角β的设置使得第二支撑梁120上顶端的部分向外弯折,且左右两侧的第二支撑梁120的上顶端部分均向外弯折凸出,使得第二支撑梁120的上顶端部分形成一个开口结构,便于绑扎搭建完成后的钢筋笼从本实施例中的钢筋绑扎平台中通过吊机等设备取出转移。其中,优选的,本实施例中的第一夹角α为120度,第二夹角β为150度,使得本实施例中的钢筋笼绑扎平台在具有足够支撑强度的前提下,保证钢筋笼脱模拆取的便利性。Further, referring to FIG. 5 , the upper top end of the second support beam 120 is extended at a knuckle, and the second included angle β is greater than the first included angle α, wherein the first included angle α is an obtuse angle, so that in this embodiment The reinforcement cage binding platform in is suitable for the binding construction of the reinforcement cage of the trapezoidal structure, wherein the setting of the second included angle β makes the top part of the second support beam 120 bend outward, and the second support beam 120 on the left and right sides The upper top parts of the upper ends are all bent and protruded outwards, so that the upper top parts of the second support beam 120 form an open structure, which is convenient for the steel cage after the binding is completed to pass through the equipment such as a crane from the steel bar binding platform in this embodiment. Remove the transfer. Among them, preferably, the first included angle α in this embodiment is 120 degrees, and the second included angle β is 150 degrees, so that the reinforcement cage binding platform in this embodiment can ensure that the reinforcement cage has sufficient supporting strength. Ease of demoulding and removal.

实施例5:Example 5:

参见图1、图3,本实施例中,支撑件130包括:第一固定杆131,第一固定杆131与第二支撑梁120固定连接;第二固定杆132,第二固定杆132与第二支撑梁120固定连接,第一固定杆131与第二固定杆132在第二支撑梁120的两侧相对设置;限位杆133,限位杆133的一端与第一固定杆131以可拆卸的方式连接,限位杆133的另一端向着绑扎空间1延伸设置,第二固定杆132用于辅助支撑限位杆133。Referring to Fig. 1 and Fig. 3, in this embodiment, the support member 130 includes: a first fixed rod 131, which is fixedly connected to the second support beam 120; a second fixed rod 132, which is connected to the second fixed rod 132 The two support beams 120 are fixedly connected, and the first fixed rod 131 and the second fixed rod 132 are oppositely arranged on both sides of the second support beam 120; The other end of the limiting rod 133 is extended toward the binding space 1 , and the second fixing rod 132 is used to assist in supporting the limiting rod 133 .

在本实施例中,第一固定杆131、第二固定杆132以及限位杆133均采用强度较高的金属制成,且优选的,将第一固定杆131与第二固定杆132焊接至第二支撑梁120上,保证支撑件130的支撑强度。同时第一固定杆131在靠近绑扎空间1的一侧与第二支撑梁120连接,第二固定杆132则在绑扎空间1的一侧与第二支撑梁120连接,且第一固定杆131与第二固定杆132的延伸方向均与第一支撑梁110的延伸方向一致,且第一固定杆131与第二固定杆132均设置有至少部分伸出第二支撑梁120,便于限位杆133的连接与抵靠。In this embodiment, the first fixed rod 131, the second fixed rod 132 and the limit rod 133 are all made of high-strength metal, and preferably, the first fixed rod 131 and the second fixed rod 132 are welded to On the second supporting beam 120 , the supporting strength of the supporting member 130 is ensured. At the same time, the first fixed rod 131 is connected to the second support beam 120 on the side close to the binding space 1, and the second fixed rod 132 is connected to the second support beam 120 on the side of the binding space 1, and the first fixed rod 131 is connected to the second support beam 120 on the side of the binding space 1. The extension direction of the second fixed rod 132 is consistent with the extension direction of the first support beam 110, and the first fixed rod 131 and the second fixed rod 132 are provided with at least part of the extension of the second support beam 120, which is convenient for the limit rod 133 connection and abutment.

其中限位杆133为一种金属杆体,限位杆133的一端设置有通孔可以与第一固定杆131的伸出部分转动连接,同时,通过嵌套的方式即可实现第一固定杆131与限位杆133的装配以及拆卸。当第一固定杆131与限位杆133装配完成后,只需要将限位杆133抵靠至第二固定杆132的顶部,即可实现限位杆133对横向进行绑扎的钢筋进行有效的限位支撑作用。Wherein the limit rod 133 is a metal rod body, and one end of the limit rod 133 is provided with a through hole that can be rotatably connected with the protruding part of the first fixed rod 131. At the same time, the first fixed rod 131 can be realized by nesting. Assembly and disassembly with the limit rod 133. After the first fixing rod 131 and the limiting rod 133 are assembled, it is only necessary to press the limiting rod 133 against the top of the second fixing rod 132 to realize that the limiting rod 133 can effectively limit the horizontally bound steel bars. position support.

进一步地,在限位杆133的端部位置,也即限位杆133上远离第二支撑梁120的一端连接设置有止挡件135,止挡件135具体为一种钢筋挡板,止挡件135的设置能够进一步地防止放置于限位杆133上的钢筋滑脱,能够对位于限位杆133上的钢筋起到限位止挡的作用。Further, at the end position of the limit rod 133, that is, the end of the limit rod 133 away from the second support beam 120 is connected with a stopper 135, the stopper 135 is specifically a steel bar baffle, the stopper The setting of the piece 135 can further prevent the steel bars placed on the limiting rod 133 from slipping, and can play the role of a limit stop on the reinforcing bars on the limiting rod 133 .

进一步地,参见图3与图7,在第二支撑梁120上还设置有多个均匀间隔设置的固定凹槽134,具体来说,固定凹槽134设置在第二固定杆132的相邻位置,固定凹槽134为一种半包结构的凹槽,便于将第二固定杆132插入固定凹槽134中形成卯榫结构,同时,固定凹槽134的开口位置的第一横截面长度X1是要小于第二固定杆132的横截面直径,从而使得第二固定杆132插入固定凹槽134中不会脱出。Further, referring to FIG. 3 and FIG. 7 , a plurality of evenly spaced fixing grooves 134 are also provided on the second support beam 120 , specifically, the fixing grooves 134 are arranged adjacent to the second fixing rod 132 , the fixing groove 134 is a groove with a half-wrapped structure, which is convenient for inserting the second fixing rod 132 into the fixing groove 134 to form a mortise and tenon structure. At the same time, the first cross-sectional length X1 of the opening position of the fixing groove 134 is The cross-sectional diameter of the second fixing rod 132 should be smaller than that of the second fixing rod 132 so that the second fixing rod 132 will not come out when inserted into the fixing groove 134 .

其中,在实际施工过程中,在钢筋笼的搭建时,便可自行设置第二固定杆132的设置位置,可根据实际需要搭建的钢筋笼的规格,自行调整两根相邻的第二固定杆132之间的间隔,从而使得本实施例中的钢筋绑扎平台1适配更多不同规格不同形状的钢筋笼的搭建。Wherein, in the actual construction process, when the steel cage is built, the setting position of the second fixing rod 132 can be set by itself, and the two adjacent second fixing rods can be adjusted by itself according to the specifications of the steel cage to be built according to actual needs. 132, so that the steel bar binding platform 1 in this embodiment is suitable for the construction of more steel bar cages of different specifications and shapes.

进一步地,由于本实施例中的限位杆133是搭靠于第二固定杆132上,因此在长时间一定强度的搭建后,必然使得第二固定杆132或者是限位杆133产生一定程度的形变,实际施工过程中,即限位杆133极易可能发生沿着重力方向垂直向下的形变,从而导致在钢筋笼搭建的过程中,影响钢筋笼的整体搭建精度,因此本实施例中设置有多个固定凹槽134,使得可以通过改变第二固定杆132的位置,使得第二固定杆132穿插入较高位置的固定凹槽134内,提高限位杆133的支撑点位,从而解决由于限位杆133发生形变所导致的支撑点位下降的问题。Further, since the limiting rod 133 in this embodiment rests on the second fixing rod 132, after a long period of construction with a certain strength, the second fixing rod 132 or the limiting rod 133 will inevitably have a certain degree of tension. In the actual construction process, the limit rod 133 is very likely to deform vertically downward along the direction of gravity, which will affect the overall construction accuracy of the reinforcement cage during the construction of the reinforcement cage. Therefore, in this embodiment A plurality of fixing grooves 134 are provided, so that by changing the position of the second fixing rod 132, the second fixing rod 132 can be inserted into the fixing groove 134 at a higher position, and the supporting point of the limit rod 133 can be improved, thereby Solve the problem that the support point drops due to the deformation of the limit rod 133 .

实施例6:Embodiment 6:

参见图1、图4与图5,本实施例中,平台本体100包括:第三支撑梁140,第三支撑梁140向着绑扎空间1的一侧设有多个均匀间隔设置的第一安装槽141;第一支撑架150的下端嵌入第一安装槽141内,以使得第一支撑架150与第三支撑梁140连接,第一支撑架150向着绑扎空间1延伸设置;其中,第一支撑架150用于支撑钢筋。Referring to Fig. 1, Fig. 4 and Fig. 5, in this embodiment, the platform body 100 includes: a third support beam 140, and the third support beam 140 is provided with a plurality of evenly spaced first installation grooves on the side facing the binding space 1 141; the lower end of the first support frame 150 is embedded in the first installation groove 141, so that the first support frame 150 is connected to the third support beam 140, and the first support frame 150 is extended toward the binding space 1; wherein, the first support frame 150 for supporting reinforcement.

在本实施例中,第三支撑梁140与第一支撑梁110、第二支撑梁120同样均为一种硬质金属制成,结合上述实施例以及图5,第三支撑梁140为平台本体100的底梁,第三支撑梁140的两端连接设置有第二支撑梁120。In this embodiment, the third support beam 140 is made of the same hard metal as the first support beam 110 and the second support beam 120. In combination with the above embodiment and FIG. 5, the third support beam 140 is the platform body In the bottom beam 100 , the two ends of the third support beam 140 are connected with the second support beam 120 .

其中,第一安装槽141为一种槽孔结构,便于第一支撑架150嵌入。同样的,第三支撑梁140设置有并行的多根,每一个第三支撑梁140上均设置有第一支撑架150,由于钢筋在绑扎过程中,钢筋所构成的钢筋笼的中部为镂空结构,从而需要设置第一支撑架150对处于绑扎空间1顶部的钢筋进行支撑。Wherein, the first installation slot 141 is a slot structure, which facilitates the insertion of the first support frame 150 . Similarly, the third support beam 140 is provided with a plurality of parallel ones, and each third support beam 140 is provided with a first support frame 150. Since the steel bar is in the binding process, the middle part of the reinforcement cage formed by the steel bar is a hollow structure. , so it is necessary to set the first support frame 150 to support the steel bars at the top of the binding space 1 .

进一步地,根据具体的使用工况以及需要绑扎的钢筋形状,能够将第一支撑架150在不同的第一安装槽141内进行嵌合安装,从而满足钢筋笼不同位置的支撑。Further, according to the specific working conditions and the shape of the steel bar to be bound, the first support frame 150 can be fitted and installed in different first installation grooves 141, so as to meet the support of different positions of the steel cage.

实施例7:Embodiment 7:

参见图1、图4与图5,本实施例中,第一支撑架150包括:第一连接杆151,第一连接杆151的下端与第一安装槽141垂直嵌合连接,在第一连接杆151的上端设置有向上开口的第二安装槽1510,且第一连接杆151向着绑扎空间1延伸设置;第二连接杆152,第二连接杆152嵌合至第二安装槽1510,第一连接杆151与第二连接杆152相互垂直设置。Referring to Fig. 1, Fig. 4 and Fig. 5, in this embodiment, the first support frame 150 includes: a first connecting rod 151, the lower end of the first connecting rod 151 is vertically fitted and connected with the first installation groove 141, and The upper end of the rod 151 is provided with a second installation groove 1510 opening upwards, and the first connecting rod 151 is extended toward the binding space 1; the second connecting rod 152, the second connecting rod 152 is fitted into the second installation groove 1510, the first The connecting rod 151 and the second connecting rod 152 are arranged perpendicular to each other.

在本实施例中,第一连接杆151为主支撑杆,第一连接杆151在本实施例中优选为两根,第二连接杆152的相对两端的部分与第一连接杆151顶部设置的第二安装槽1510嵌合连接,第二安装槽1510的开口为一种长方体形状的开口,对应的,第二连接杆152优选为一种对应第二安装槽1510形状的杆体,即为一种方形切面的杆体,从而使得第二连接杆152不易在第二安装槽1510内发生转动。In this embodiment, the first connecting rod 151 is the main support rod, and there are preferably two first connecting rods 151 in this embodiment. The second installation groove 1510 is fitted and connected, and the opening of the second installation groove 1510 is a cuboid-shaped opening. Correspondingly, the second connecting rod 152 is preferably a rod body corresponding to the shape of the second installation groove 1510, that is, a The rod body with a square section makes it difficult for the second connecting rod 152 to rotate in the second installation groove 1510 .

同时,第二连接杆152的延伸设置方向与第三支撑梁140的延伸方向相同,配合上竖直设置的第一连接杆151,能够更有效的对钢筋进行支撑。At the same time, the extending direction of the second connecting rod 152 is the same as the extending direction of the third support beam 140 , and the first connecting rod 151 arranged vertically can support the reinforcement more effectively.

其中,设置有的两根第一连接杆151,能够进一步地使得第一连接杆151与第二连接杆152的连接稳定性。Wherein, the two first connecting rods 151 are provided to further stabilize the connection between the first connecting rod 151 and the second connecting rod 152 .

实施例8:Embodiment 8:

参见图1与图4,本实施例中,在第二连接杆152的端部设置有限位凸起1520。Referring to FIG. 1 and FIG. 4 , in this embodiment, a limiting protrusion 1520 is provided at the end of the second connecting rod 152 .

在本实施例中,结合实施例七,第二连接杆152同样设置有多根,多根第二连接杆152并行设置,优选的,在第二连接杆152的两端均设置有限位凸起1520,在第二连接杆152上可以放置一根金属支撑筋,金属支撑筋抵靠在多根并行的第二连接杆152上,结合图5,金属支撑筋的设置方向沿着纸面向内。In this embodiment, in combination with Embodiment 7, multiple second connecting rods 152 are also provided, and multiple second connecting rods 152 are arranged in parallel. Preferably, limiting protrusions are provided at both ends of the second connecting rods 152 1520, a metal support rib can be placed on the second connecting rod 152, and the metal supporting rib leans against multiple parallel second connecting rods 152. Referring to FIG. 5, the metal supporting rib is arranged inward along the paper.

其中,金属支撑筋用于进一步地配合第二连接杆152对钢筋进行支撑限位,同时,金属支撑筋同样设置有两根,两根金属支撑筋分别设置在第二连接杆152的两端,限位凸起1520的作用则是防止金属支撑筋滑脱。Wherein, the metal support bars are used to further cooperate with the second connecting rod 152 to support and limit the steel bars. At the same time, there are two metal support bars, and the two metal support bars are respectively arranged at the two ends of the second connecting rod 152. The function of the limiting protrusion 1520 is to prevent the metal support rib from slipping off.

实施例9:Embodiment 9:

参见图1、图4与图5,本实施例中,第一连接杆151包括:第一支杆1511,第一支杆1511的一端与第一安装槽141嵌合连接;第二支杆1512,第二支杆1512的下端与第一支杆1511的另一端套接,第二支杆1512能够相对第一支杆1511移动;固定件1513,固定件1513设置于第一支杆1511与第二支杆1512的套接位置,固定件1513用于限制第二支杆1512上下移动。Referring to Figure 1, Figure 4 and Figure 5, in this embodiment, the first connecting rod 151 includes: a first rod 1511, one end of the first rod 1511 is fitted and connected to the first installation groove 141; a second rod 1512 , the lower end of the second pole 1512 is socketed with the other end of the first pole 1511, the second pole 1512 can move relative to the first pole 1511; the fixing piece 1513, the fixing piece 1513 is arranged on the first pole 1511 and the second pole 1511 In the socket position of the two poles 1512, the fixing member 1513 is used to limit the movement of the second pole 1512 up and down.

在本实施例中,第二支杆1512能够相对第一支杆1511进行伸缩调节,从而能够使得第一支撑架150能够适用于更多不同的使用场景。In this embodiment, the second support rod 1512 can be telescopically adjusted relative to the first support rod 1511 , so that the first support frame 150 can be applied to more different usage scenarios.

参见图5与图8,当第二支杆1512调节到一个合适的位置时,即可通过锁扣将第二支杆1512固定住,使得第二支杆1512不能相对第一支杆1511进行上下移动调节。优选的,在第二支杆1512的侧壁表面设置有多个沿着上下方向设置的弹簧钢珠400结构,对应第一支杆1511设置有便于弹簧钢珠400嵌入的孔结构500,其中,通过挤压弹簧钢珠400以实现弹簧钢珠400嵌入对应的孔结构500中,以实现第二支杆1512相对于第一支杆1511的固定,进一步地,在第二支杆1512上设置有标识,从而能够更为精准地调节第一连接杆151的长度,进一步地,固定件1513为一种锁扣,固定件1513由套筒1514与螺钉件1515构成,套筒1514与螺钉件1515转动配合,当把螺钉件1515拧紧时,此时第二支杆1512与第一支杆1511受压,此时第一支杆1511与第二支杆1512之间产生较大摩擦,从而使得固定件1513配合弹簧钢珠400与孔结构500,从而进一步地使得第二支杆1512不易相对第一支杆1511移动,使得本实施例中的第一连接杆151的支撑强度更高。Referring to Figure 5 and Figure 8, when the second pole 1512 is adjusted to a proper position, the second pole 1512 can be fixed by the lock so that the second pole 1512 cannot move up and down relative to the first pole 1511 Mobile adjustment. Preferably, on the side wall surface of the second pole 1512, a plurality of spring steel balls 400 structures arranged along the up and down direction are provided, and corresponding to the first pole 1511, a hole structure 500 is provided to facilitate the insertion of the spring steel balls 400, wherein, by extrusion Press the spring steel ball 400 to realize that the spring steel ball 400 is embedded in the corresponding hole structure 500, so as to realize the fixing of the second pole 1512 relative to the first pole 1511, and further, a mark is provided on the second pole 1512, so as to be able to To adjust the length of the first connecting rod 151 more precisely, further, the fixing part 1513 is a kind of lock, and the fixing part 1513 is composed of a sleeve 1514 and a screw part 1515, and the sleeve 1514 and the screw part 1515 are rotated and matched. When the screw part 1515 is tightened, the second support rod 1512 and the first support rod 1511 are under pressure at this time, and a large friction is generated between the first support rod 1511 and the second support rod 1512, so that the fixing member 1513 cooperates with the spring steel ball 400 and the hole structure 500, so that the second support rod 1512 is not easy to move relative to the first support rod 1511, so that the supporting strength of the first connecting rod 151 in this embodiment is higher.

进一步地,由于在实际使用过程中,根据实际不同工况以及使用需求,有些钢筋笼的搭建绑扎过程较久,因此在第一支撑架150的位置固定下来后,可以将第一支杆1511与第一安装槽141的配合位置进行焊接连接,能够进一步地提高第一支撑架150的支撑稳定性。当钢筋笼搭建完成后对第一支撑架150进行割据拆除、除焊即可。Further, because in the actual use process, according to different actual working conditions and usage requirements, some steel cages have a relatively long construction and binding process, so after the position of the first support frame 150 is fixed, the first support rod 1511 and The matching position of the first installation groove 141 is connected by welding, which can further improve the support stability of the first support frame 150 . After the reinforcement cage is built, the first supporting frame 150 can be dismantled and welded.

进一步地,参见图6,第三支撑梁140在本实施例中具体有六根,六根第三支撑梁140并行设置,对应的,每一根第三支撑梁140上均设置有两根间隔设置的第一连接杆151,两根相邻的第三支撑梁140上设置的第一连接杆151交错设置,即奇数顺位的第三支撑梁140上设置的第一连接杆151靠近右侧设置,偶数顺位的第三支撑梁140上设置的第一连接杆151靠近左侧设置,其中,编号为M、O 、Q的第三支撑梁140为奇数顺位,编号为N、P、R的第三支撑梁140为偶数顺位。其中,同样的,随着第一连接杆151交错设置,第二连接杆152同样进行交错设置,从而使得第二连接杆152上所设置的限位凸起1520交错设置,进一步地,使得本实施例中的钢筋绑扎平台在使用时,第二连接杆152的左侧顶部以及右侧顶部均能设置搭建两根金属支撑筋,进一步提高第一支撑架150的支撑强度。Further, referring to FIG. 6, there are six third support beams 140 in this embodiment, and the six third support beams 140 are arranged in parallel. Correspondingly, each third support beam 140 is provided with two spaced apart The first connecting rods 151, the first connecting rods 151 arranged on two adjacent third supporting beams 140 are arranged alternately, that is, the first connecting rods 151 arranged on the third supporting beams 140 in odd order are arranged near the right side, The first connecting rods 151 arranged on the third support beams 140 in the even order are arranged near the left side, wherein the third support beams 140 numbered M, O, Q are in odd order, numbered N, P, R The third supporting beams 140 are in an even sequence. Wherein, similarly, as the first connecting rods 151 are arranged in a staggered manner, the second connecting rods 152 are also arranged in a staggered manner, so that the stop protrusions 1520 provided on the second connecting rods 152 are arranged in a staggered manner. Further, this embodiment When the reinforcement binding platform in the example is in use, two metal support ribs can be set up on the left top and the right top of the second connecting rod 152 to further improve the support strength of the first support frame 150 .

其中,交错设置的第一连接杆151,使得第一支撑架150能够有针对性的对位于左侧或是位于右侧的钢筋笼进行支撑,提高钢筋笼搭建时钢筋笼的稳定性。Wherein, the first connecting rods 151 arranged in a staggered manner enable the first supporting frame 150 to support the reinforcement cage located on the left or right side in a targeted manner, thereby improving the stability of the reinforcement cage when the reinforcement cage is constructed.

虽然本发明披露如上,但本发明并非限定于此。任何本领域技术人员,在不脱离本发明的精神和范围内,均可作各种更动与修改,因此本发明的保护范围应当以权利要求所限定的范围为准。Although the present invention is disclosed above, the present invention is not limited thereto. Any person skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention, so the protection scope of the present invention should be based on the scope defined in the claims.

Claims (10)

1.一种移动式的钢筋绑扎平台,其特征在于:包括:1. A mobile steel bar binding platform, characterized in that: comprising: 平台本体,平台本体包括第一支撑梁、第二支撑梁、第三支撑梁和支撑件,在平台本体中设有绑扎空间,绑扎空间用于钢筋的绑扎;The platform body, the platform body includes a first support beam, a second support beam, a third support beam and a support member, a binding space is provided in the platform body, and the binding space is used for binding steel bars; 滚动组件,滚动组件的数量为多个,设在平台本体底部的多个滚动组件与平台本体连接;Rolling components, the number of rolling components is multiple, and multiple rolling components located at the bottom of the platform body are connected to the platform body; 驱动组件,驱动组件的数量为多个,多个驱动组件与平台本体连接,多个驱动组件与多个滚动组件相对应地电连接The number of drive components is multiple, the multiple drive components are connected to the platform body, and the multiple drive components are electrically connected to the multiple rolling components correspondingly 其中,每一个所述驱动组件带动对应的所述滚动组件移动,以使得所述钢筋绑扎平台能够在不同的使用场景下切换。Wherein, each of the driving components drives the corresponding rolling component to move, so that the steel bar binding platform can be switched under different usage scenarios. 2.根据权利要求1所述的移动式的钢筋绑扎平台,其特征在于:所述滚动组件包括:2. The mobile steel bar binding platform according to claim 1, wherein the rolling assembly comprises: 第一移动件,所述第一移动件与所述平台本体连接;a first moving part, the first moving part is connected to the platform body; 第二移动件,所述第二移动件与所述第一移动件配合,所述第一移动件能够相对所述第二移动件进行移动。A second moving part, the second moving part cooperates with the first moving part, and the first moving part can move relative to the second moving part. 3.根据权利要求2所述的移动式的钢筋绑扎平台,其特征在于:3. The mobile steel bar binding platform according to claim 2, characterized in that: 所述第一移动件包括:滚轮件,所述滚轮件与所述平台本体连接;The first moving part includes: a roller part connected to the platform body; 所述第二移动件包括:滑槽,所述滚轮件在所述滑槽内滚动。The second moving part includes: a chute, and the roller part rolls in the chute. 4.根据权利要求1所述的移动式的钢筋绑扎平台,其特征在于:所述平台本体包括:4. The mobile steel bar binding platform according to claim 1, wherein the platform body comprises: 第一支撑梁,所述第一支撑梁设有多个开孔,多个所述开孔在所述第一支撑梁上均匀间隔设置;a first support beam, the first support beam is provided with a plurality of openings, and the plurality of openings are evenly spaced on the first support beam; 其中,多个所述开孔用于对所述钢筋进行固定限位。Wherein, the plurality of openings are used to fix and limit the steel bars. 5.根据权利要求1所述的移动式的钢筋绑扎平台,其特征在于:所述平台本体包括:5. The mobile steel bar binding platform according to claim 1, wherein the platform body comprises: 第二支撑梁;second support beam; 支撑件,所述支撑件的数量为多个,多个所述支撑件与所述第二支撑梁连接,且多个所述支撑件均匀间隔设置。A support member, the number of the support members is multiple, the plurality of support members are connected to the second support beam, and the plurality of support members are evenly spaced. 6.根据权利要求5所述的移动式的钢筋绑扎平台,其特征在于:所述支撑件包括:6. The mobile steel bar binding platform according to claim 5, wherein the support member comprises: 第一固定杆,所述第一固定杆与所述第二支撑梁固定连接;a first fixed rod, the first fixed rod is fixedly connected to the second support beam; 第二固定杆,所述第二固定杆与所述第二支撑梁固定连接,所述第一固定杆与所述第二固定杆在所述第二支撑梁的相对两侧设置;a second fixed rod, the second fixed rod is fixedly connected to the second support beam, and the first fixed rod and the second fixed rod are arranged on opposite sides of the second support beam; 限位杆,所述限位杆的一端与所述第一固定杆以可拆卸的方式连接,所述限位杆的另一端向着所述绑扎空间延伸设置,所述第二固定杆用于辅助支撑所述限位杆。A limiting rod, one end of the limiting rod is detachably connected to the first fixing rod, the other end of the limiting rod is extended toward the binding space, and the second fixing rod is used to assist Support the limit rod. 7.根据权利要求1-6中任意一项所述的移动式的钢筋绑扎平台,其特征在于:所述平台本体包括:7. The mobile steel bar binding platform according to any one of claims 1-6, wherein the platform body comprises: 第三支撑梁,所述第三支撑梁向着所述绑扎空间的一侧设有多个均匀间隔设置的第一安装槽;A third support beam, the third support beam is provided with a plurality of evenly spaced first installation grooves on one side of the binding space; 第一支撑架,所述第一支撑件的一端嵌入所述第一安装槽内,以使得所述第一支撑架与所述第三支撑梁连接,所述第一支撑架向着所述绑扎空间延伸设置;a first support frame, one end of the first support member is embedded in the first installation groove, so that the first support frame is connected to the third support beam, and the first support frame faces the binding space Extended settings; 其中,所述第一支撑架用于支撑所述钢筋。Wherein, the first support frame is used to support the steel bar. 8.根据权利要求7所述的移动式的钢筋绑扎平台,其特征在于:所述第一支撑架包括:8. The mobile steel bar binding platform according to claim 7, wherein the first support frame comprises: 第一连接杆,所述第一连接杆的一端与所述第一安装槽嵌合连接,所述第一连接杆的另一端设置有第二安装槽,且所述第一连接杆向着所述绑扎空间延伸设置;A first connecting rod, one end of the first connecting rod is fitted and connected with the first installation groove, the other end of the first connecting rod is provided with a second installation groove, and the first connecting rod faces the Binding space extension settings; 第二连接杆,所述第二连接杆嵌合至所述第二安装槽,所述第一连接杆与所述第二连接杆相互垂直设置。A second connecting rod, the second connecting rod is fitted into the second installation groove, and the first connecting rod and the second connecting rod are arranged perpendicularly to each other. 9.根据权利要求8所述的移动式的钢筋绑扎平台,其特征在于,所述第二连接杆的端部设置有限位凸起。9. The mobile steel bar binding platform according to claim 8, characterized in that, the end of the second connecting rod is provided with a limiting protrusion. 10.根据权利要求8所述的移动式的钢筋绑扎平台,其特征在于,所述第一连接杆包括:10. The mobile steel bar binding platform according to claim 8, wherein the first connecting rod comprises: 第一支杆,所述第一支杆的一端与所述第一安装槽嵌合连接;a first support rod, one end of the first support rod is fitly connected with the first installation groove; 第二支杆,所述第二支杆与所述第一支杆的另一端套接,所述第二支杆能够相对所述第一支杆移动;a second support rod, the second support rod is socketed with the other end of the first support rod, and the second support rod can move relative to the first support rod; 固定件,所述固定件设置于所述第一支杆与所述第二支杆的套接位置,所述固定件用于限制所述第二支杆移动。A fixing piece, the fixing piece is arranged at the socket position of the first pole and the second pole, and the fixing piece is used to limit the movement of the second pole.
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US20150211205A1 (en) * 2014-01-29 2015-07-30 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
CN206216902U (en) * 2016-11-09 2017-06-06 中铁一局集团天津建设工程有限公司 Prefabricated bar body reinforcing bar binding tire film
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KR20210102113A (en) * 2020-02-10 2021-08-19 마크스 가부시기가이샤 Binding machine
AU2021105952A4 (en) * 2021-01-25 2021-10-28 China Railway 18th Bureau Group No.4 Engineering Co., Ltd. Reinforcing steel bar binding jig for variable cross-section concrete box girder
CN215104736U (en) * 2021-04-09 2021-12-10 河南五建建设集团有限公司 Cast-in-place pier reinforcement bed-jig and operation platform

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150211205A1 (en) * 2014-01-29 2015-07-30 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
CN206216902U (en) * 2016-11-09 2017-06-06 中铁一局集团天津建设工程有限公司 Prefabricated bar body reinforcing bar binding tire film
CN211037864U (en) * 2019-10-31 2020-07-17 中交一公局海威工程建设有限公司 Reinforcing steel bar binding rack
KR20210102113A (en) * 2020-02-10 2021-08-19 마크스 가부시기가이샤 Binding machine
AU2021105952A4 (en) * 2021-01-25 2021-10-28 China Railway 18th Bureau Group No.4 Engineering Co., Ltd. Reinforcing steel bar binding jig for variable cross-section concrete box girder
CN215104736U (en) * 2021-04-09 2021-12-10 河南五建建设集团有限公司 Cast-in-place pier reinforcement bed-jig and operation platform

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