CN115415450A - Movable reinforcement binding platform - Google Patents
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 101
- 239000010959 steel Substances 0.000 claims abstract description 101
- 238000005096 rolling process Methods 0.000 claims abstract description 36
- 238000009434 installation Methods 0.000 claims description 26
- 238000010276 construction Methods 0.000 abstract description 41
- 230000000694 effects Effects 0.000 abstract description 12
- 238000005516 engineering process Methods 0.000 abstract description 5
- 239000002184 metal Substances 0.000 description 14
- 238000000034 method Methods 0.000 description 11
- 230000000712 assembly Effects 0.000 description 9
- 238000000429 assembly Methods 0.000 description 9
- 229910000639 Spring steel Inorganic materials 0.000 description 6
- 238000007493 shaping process Methods 0.000 description 3
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- 238000003780 insertion Methods 0.000 description 2
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- 238000005266 casting Methods 0.000 description 1
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- 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
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
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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。
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.
Description
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,
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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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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