CN108729675A - A kind of hanger device and steel reinforcement cage binding and installation method - Google Patents
A kind of hanger device and steel reinforcement cage binding and installation method Download PDFInfo
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- CN108729675A CN108729675A CN201810770353.8A CN201810770353A CN108729675A CN 108729675 A CN108729675 A CN 108729675A CN 201810770353 A CN201810770353 A CN 201810770353A CN 108729675 A CN108729675 A CN 108729675A
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 79
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000009434 installation Methods 0.000 title claims description 5
- 235000012773 waffles Nutrition 0.000 claims abstract description 55
- 230000003028 elevating effect Effects 0.000 claims abstract description 23
- 230000007246 mechanism Effects 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 230000005540 biological transmission Effects 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 13
- 241000238565 lobster Species 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 230000002411 adverse Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
本发明涉及建筑施工技术领域,具体公开一种吊架装置及钢筋笼绑扎及就位方法,其中,吊架装置包括支撑组件、至少两个横梁和多个升降机构,至少两个横梁间隔设置于支撑组件上,每个横梁上间隔设置有至少两个升降机构,所述升降机构包括升降架,所述升降架能够沿竖直方向运动,且用于放置与所述横梁的长度方向垂直设置的横向钢筋。本发明提供的吊架装置使钢筋笼整体绑扎作业在华夫板模具上空完成,无需工作人员深入到两个华夫板模具之间的间隙中进行操作,充分扩大了工人操作空间,提高了工作效率,利于保证钢筋笼整体质量。本发明提供的吊架装置结构简单、生产成本低,操作简单,且可应用于不同尺寸的钢筋笼的绑扎中,使用范围广,适用性强。
The invention relates to the technical field of building construction, and specifically discloses a hanger device and a steel cage binding and positioning method, wherein the hanger device includes a support assembly, at least two beams and a plurality of lifting mechanisms, and at least two beams are arranged at intervals on On the support assembly, at least two elevating mechanisms are arranged at intervals on each beam, and the elevating mechanism includes a lifting frame, which can move in the vertical direction and is used to place Horizontal reinforcement. The hanger device provided by the invention enables the overall binding operation of the steel cage to be completed above the waffle plate mould, without the need for the staff to go deep into the gap between the two waffle plate molds for operation, which fully expands the operating space for workers and improves the working efficiency. Efficiency is beneficial to ensure the overall quality of the reinforcement cage. The hanger device provided by the invention has the advantages of simple structure, low production cost and simple operation, and can be applied to binding steel cages of different sizes, and has wide application range and strong applicability.
Description
技术领域technical field
本发明涉及建筑施工技术领域,尤其涉及一种吊架装置及钢筋笼绑扎及就位方法。The invention relates to the technical field of building construction, in particular to a hanger device and a reinforcement cage binding and positioning method.
背景技术Background technique
随着工业快速发展,城市桥梁道路及厂房等建筑的建设规模也随之增大,因此,对建筑的建造效率也提出了更高的要求。With the rapid development of industry, the construction scale of buildings such as urban bridges, roads and factories has also increased. Therefore, higher requirements have been put forward for the construction efficiency of buildings.
钢筋笼是设置在华夫板模具之间,并由钢筋绑扎形成。现有技术中,钢筋绑扎是在华夫板模具安装完成后,作业人员深入到两个华夫板模具之间进行钢筋绑扎施工,并最终绑扎形成钢筋笼。其中,如图1所示,华夫板模具1'包括华夫板模具本体12'和设置于华夫板模具本体12'上端的多个管体11',华夫板模具本体12'为中空结构,管体11'与华夫板模具本体12'连通。The steel cage is set between the waffle plate molds and formed by binding steel bars. In the prior art, after the installation of the waffle plate molds is completed, the operator goes deep into the space between the two waffle plate molds to carry out the steel bar binding construction, and finally binds them to form a steel bar cage. Among them, as shown in Figure 1, the waffle plate mold 1' includes a waffle plate mold body 12' and a plurality of tubes 11' arranged on the upper end of the waffle plate mold body 12', and the waffle plate mold body 12' is hollow. structure, the pipe body 11' communicates with the waffle plate mold body 12'.
现有技术的缺陷在于,钢筋绑扎时操作空间小,对钢筋绑扎成型质量会产生不利影响,且施工效率低。The defect of the prior art is that the operation space is small when binding the steel bars, which will have an adverse effect on the forming quality of the steel bar binding, and the construction efficiency is low.
发明内容Contents of the invention
本发明的一个目的在于提供一种吊架装置,以提高钢筋绑扎形成钢筋笼时的操作空间,提高钢筋笼的施工效率。An object of the present invention is to provide a hanger device to increase the operating space when steel bars are bound to form a steel cage, and to improve the construction efficiency of the steel cage.
为达此目的,本发明采用以下技术方案:For reaching this purpose, the present invention adopts following technical scheme:
一种吊架装置,包括:A hanger device comprising:
支撑组件;support components;
至少两个横梁,间隔设置于所述支撑组件上;At least two beams are arranged at intervals on the support assembly;
多个升降机构,每个所述横梁上间隔设置有至少两个所述升降机构,所述升降机构包括升降架,所述升降架能够沿竖直方向运动,且用于放置与所述横梁的长度方向垂直设置的横向钢筋。A plurality of lifting mechanisms, each of the beams is provided with at least two lifting mechanisms at intervals, and the lifting mechanisms include a lifting frame, which can move in the vertical direction and is used for placing Transverse reinforcement set vertically along its length.
作为优选,所述横梁距华夫板模具本体的上表面的距离大于或等于钢筋笼的高度。Preferably, the distance between the beam and the upper surface of the waffle plate mold body is greater than or equal to the height of the reinforcement cage.
作为优选,所述支撑组件包括多个支架,每个所述横梁连接于间隔设置的至少两个所述支架上。Preferably, the supporting assembly includes a plurality of brackets, and each of the beams is connected to at least two of the brackets arranged at intervals.
作为优选,所述横梁通过U型卡连接于所述支架上。Preferably, the beam is connected to the bracket through a U-shaped card.
作为优选,所述升降机构还包括:As a preference, the lifting mechanism also includes:
电机,设置于所述横梁上;The motor is arranged on the beam;
传动件,分别与所述升降架和所述电机的输出端连接,用于驱动所述升降架沿竖直方向运动;The transmission member is respectively connected with the output end of the lifting frame and the motor, and is used to drive the lifting frame to move in the vertical direction;
所述升降架包括:The lifting frame includes:
升降杆,所述升降杆的一端连接于所述传动件;a lifting rod, one end of the lifting rod is connected to the transmission member;
锁链,所述锁链的一端连接于所述升降杆的另一端,所述锁链的另一端可拆卸地连接于所述传动件上。A lock chain, one end of the lock chain is connected to the other end of the lifting rod, and the other end of the lock chain is detachably connected to the transmission member.
作为优选,每个所述升降架均与两个所述华夫板模具之间的间隙正对设置,不同所述横梁上的所述升降架的位置一一相对,且沿所述横向钢筋的方向排列。As a preference, each of the elevating racks is arranged facing the gap between the two waffle plate moulds, the elevating racks on different beams are opposite to each other, and along the transverse steel bars direction.
本发明的另一个目的在于提供一种钢筋笼绑扎就位方法,以提高钢筋笼的施工效率。Another object of the present invention is to provide a method for binding a reinforcement cage in place, so as to improve the construction efficiency of the reinforcement cage.
为达此目的,本发明采用以下技术方案:For reaching this purpose, the present invention adopts following technical scheme:
一种钢筋笼绑扎及就位方法,使用如上所述的吊架装置进行钢筋笼绑扎及就位,至少包括如下步骤:A method for binding and placing steel cages, using the above-mentioned hanger device for binding and placing steel cages, at least including the following steps:
利用所述吊架装置,绑扎钢筋并形成钢筋笼;Utilizing the hanger device, binding the steel bars and forming a steel bar cage;
利用所述吊架装置,使所述钢筋笼在预设空间内整体同步下放;Using the hanger device, the reinforcement cage is lowered synchronously as a whole in the preset space;
将升降架取出,并拆除所述吊架装置。Take the crane out and remove the hanger unit.
作为优选,利用所述吊架装置,绑扎钢筋并形成钢筋笼至少包括:Preferably, using the hanger device, binding the steel bars and forming a steel bar cage at least includes:
将横向钢筋设置于至少两个依次相邻且位于不同的所述横梁上的所述升降架内;arranging transverse steel bars in at least two lifting frames that are sequentially adjacent and located on different cross beams;
将与所述横向钢筋垂直的纵向钢筋设置于所述横向钢筋上。A longitudinal reinforcement perpendicular to the transverse reinforcement is arranged on the transverse reinforcement.
作为优选,利用所述吊架装置,绑扎钢筋并形成钢筋笼之前还包括:As preferably, using the hanger device, before binding the steel bars and forming the steel cage, it also includes:
安装吊架装置;Install the hanger device;
所述安装吊架装置包括如下步骤:The installation of the hanger device includes the following steps:
将支撑组件的一端设置于华夫板模具内;setting one end of the support assembly in the waffle plate mould;
将至少两个横梁间隔设置于所述支撑组件上,且多个所述横梁相互平行。At least two beams are spaced apart on the support assembly, and a plurality of beams are parallel to each other.
作为优选,使所述钢筋笼在预设空间内整体同步下放,包括是指将所述钢筋笼放置于多个华夫板模具之间。Preferably, lowering the reinforcing cage in a preset space synchronously includes placing the reinforcing cage between a plurality of waffle plate moulds.
本发明的有益效果:本发明提供的吊架装置使钢筋笼整体绑扎作业在华夫板模具上空完成,无需工作人员深入到两个华夫板模具之间的间隙中进行操作,充分扩大了工人操作空间,提高了工作效率,利于保证钢筋笼整体质量。钢筋笼整体制作完成后,通过升降机构将钢筋笼整体同步下放就位即可。本发明提供的吊架装置结构简单、生产成本低,操作简单,且可以应用于不同尺寸的钢筋笼的绑扎中,使用范围广,适用性强。Beneficial effects of the present invention: the hanger device provided by the present invention enables the overall binding of the steel cage to be completed above the waffle plate mould, without the need for staff to go deep into the gap between the two waffle plate molds to operate, which fully expands the number of workers. The operating space improves the work efficiency and helps to ensure the overall quality of the steel cage. After the overall production of the reinforcement cage is completed, the entire reinforcement cage can be lowered into place synchronously through the lifting mechanism. The hanger device provided by the invention has the advantages of simple structure, low production cost and simple operation, and can be applied to binding steel cages of different sizes, and has wide application range and strong applicability.
本发明提供的钢筋笼绑扎及就位方法基于吊架装置完成钢筋笼绑扎和整体就位,在华夫板模具上空完成华夫板梁钢筋笼整体绑扎,然后整体下放钢筋笼,施工效率高,施工时作业空间大,钢筋笼成型质量高,且特别适用于高度较大的钢筋笼绑扎。The steel cage binding and positioning method provided by the present invention is based on the hanger device to complete the binding and overall positioning of the steel cage, complete the overall binding of the waffle plate beam steel cage above the waffle plate mold, and then lower the steel cage as a whole, with high construction efficiency. The working space is large during construction, and the quality of the reinforcement cage is high, and it is especially suitable for binding the reinforcement cage with a large height.
附图说明Description of drawings
图1是现有技术中的华夫板模具的结构示意图;Fig. 1 is the structural representation of the waffle plate mold in the prior art;
图2是本发明实施例中的吊架装置和华夫板模具结构示意图;Fig. 2 is a schematic diagram of the structure of the hanger device and the waffle plate mold in the embodiment of the present invention;
图3是本发明实施例中的U型卡的结构示意图;Fig. 3 is a schematic structural diagram of a U-shaped card in an embodiment of the present invention;
图4是本发明实施例中的吊架装置、钢筋笼和华夫板模具第一结构示意图;Fig. 4 is a schematic diagram of the first structure of the hanger device, the reinforcement cage and the waffle plate mold in the embodiment of the present invention;
图5是本发明实施例中的吊架装置、钢筋笼和华夫板模具第二结构示意图;Fig. 5 is the second structural schematic view of the hanger device, the reinforcement cage and the waffle plate mold in the embodiment of the present invention;
图6是本发明实施例中的吊架装置、钢筋笼和华夫板模具第三结构示意图;Fig. 6 is a schematic diagram of the third structure of the hanger device, the reinforcement cage and the waffle plate mold in the embodiment of the present invention;
图7是本发明实施例中的吊架装置、钢筋笼和华夫板模具第四结构示意图。Fig. 7 is a schematic diagram of the fourth structure of the hanger device, the reinforcement cage and the waffle plate mold in the embodiment of the present invention.
图中:In the picture:
1'、华夫板模具;11'、管体;12'、华夫板模具本体;1', waffle plate mold; 11', tube body; 12', waffle plate mold body;
1、华夫板模具;11、管体;12、华夫板模具本体;1. Waffle plate mold; 11. Tube body; 12. Waffle plate mold body;
2、支架;21、支撑杆;22、上梁;23、底座;24、加强筋;2. Bracket; 21. Support rod; 22. Upper beam; 23. Base; 24. Rib;
3、横梁;3. Beam;
4、升降机构;41、升降架;411、升降杆;412、锁链;42、传动件;4. Lifting mechanism; 41. Lifting frame; 411. Lifting rod; 412. Chain; 42. Transmission part;
5、U型卡;51、U型框;52、钢板;53、螺母;5. U-shaped card; 51. U-shaped frame; 52. Steel plate; 53. Nut;
6、钢筋笼;61、横向钢筋梁;611、横向钢筋;62、纵向钢筋梁;621、纵向钢筋。6. Steel cage; 61. Transverse steel beam; 611. Horizontal steel bar; 62. Longitudinal steel beam; 621. Longitudinal steel bar.
具体实施方式Detailed ways
下面结合附图并通过具体实施方式来进一步说明本发明的技术方案。可以理解的是,此处所描述的具体实施例仅仅用于解释本发明,而非对本发明的限定。另外还需要说明的是,为了便于描述,附图中仅示出了与本发明相关的部分而非全部。The technical solutions of the present invention will be further described below in conjunction with the accompanying drawings and through specific implementation methods. It should be understood that the specific embodiments described here are only used to explain the present invention, but not to limit the present invention. In addition, it should be noted that, for the convenience of description, only the parts related to the present invention are shown in the drawings but not all of them.
本实施例提供了一种吊架装置,其主要但不局限应用于钢筋笼6的施工中,以提高钢筋绑扎形成钢筋笼6时的操作空间,提高钢筋笼6的施工效率。This embodiment provides a hanger device, which is mainly but not limited to be used in the construction of the steel cage 6 to improve the operating space when the steel bars are bound to form the steel cage 6 and improve the construction efficiency of the steel cage 6 .
如图2所示,本实施例提供的吊架装置,包括支撑组件、至少两个横梁3和多个升降机构4。多个横梁3间隔设置于支撑组件上。每个横梁3上间隔设置有至少两个升降机构4,升降机构4包括升降架41,升降架41能够沿竖直方向运动,且用于放置与横梁3的长度方向垂直设置的横向钢筋611。As shown in FIG. 2 , the hanger device provided in this embodiment includes a support assembly, at least two beams 3 and a plurality of lifting mechanisms 4 . A plurality of beams 3 are arranged at intervals on the support assembly. At least two elevating mechanisms 4 are arranged at intervals on each beam 3 , and the elevating mechanism 4 includes an elevating frame 41 , which can move vertically and is used to place transverse steel bars 611 perpendicular to the longitudinal direction of the beam 3 .
吊架装置使钢筋笼6整体绑扎作业在华夫板模具1上空完成,无需工作人员深入到两个华夫板模具1之间的间隙中进行操作,充分扩大了工人操作空间,提高了工作效率,利于保证钢筋笼6整体质量。钢筋笼6整体制作完成后,通过升降机构4将钢筋笼6整体同步下放就位即可。本实施例中的吊架装置结构简单、生产成本低,操作简单,且可以应用于不同尺寸的钢筋笼6的绑扎中,使用范围广,适用性强。The hanger device enables the overall binding operation of the steel cage 6 to be completed above the waffle plate mold 1, without the need for staff to go deep into the gap between the two waffle plate molds 1 for operation, which fully expands the operating space for workers and improves work efficiency , which is conducive to ensuring the overall quality of the reinforcement cage 6 . After the overall production of the reinforcement cage 6 is completed, the entire reinforcement cage 6 is lowered into place synchronously by the lifting mechanism 4 and gets final product. The hanger device in this embodiment has the advantages of simple structure, low production cost, and simple operation, and can be applied to binding steel cages 6 of different sizes, and has a wide application range and strong applicability.
支撑组件包括多个支架2,每个横梁3连接于间隔设置的至少两个支架2上,连接同一横梁3的多个支架2可以呈一列设置,间隔设置多列支架2,每列支架2上均设置一个横梁3,优选地,多个横梁3相互平行。每列支架2的间距以及同一列中每个支架2的间距可以根据钢筋笼6的重量进行调节,钢筋笼6的重量越大,两个支架2的间距及两列支架的间距越小。The support assembly includes a plurality of brackets 2, each beam 3 is connected to at least two brackets 2 arranged at intervals, and multiple brackets 2 connected to the same beam 3 can be arranged in a row, and multiple rows of brackets 2 are arranged at intervals, and each row of brackets 2 Each beam 3 is provided, preferably, multiple beams 3 are parallel to each other. The spacing of each row of support 2 and the spacing of each support 2 in the same column can be adjusted according to the weight of the reinforcement cage 6, the greater the weight of the reinforcement cage 6, the smaller the spacing of two supports 2 and the spacing of two rows of supports.
在本实施例中,支架2可以包括上梁22、两个支撑杆21和两个底座23,两个支撑杆21间隔且平行设置,上梁22固定于两个支撑杆21的上端,两个底座23分别连接在两个支撑杆21的下端,使支架2稳定的放置在地面上。为了提高支架2的强度,在两个支撑杆21之间设置加强筋24,具体的,可以设置两个交叉的加强筋24,加强筋24的两端分别连接一支撑杆21。支撑杆21的高度根据钢筋笼6的高度设计,两个支撑杆21的间距根据华夫板本体1的尺寸设计,支架2在使用时,将两个支撑杆21的下端分别放置于华夫板模具1的两个管体11中,上述的两个管体11可以为同一华夫板模具1的管体11,也可以为两个不同的华夫板模具1的管体11。In this embodiment, the bracket 2 may include an upper beam 22, two support rods 21 and two bases 23, the two support rods 21 are spaced and arranged in parallel, the upper beam 22 is fixed on the upper ends of the two support rods 21, and the two support rods 21 are The base 23 is respectively connected to the lower ends of the two supporting rods 21, so that the support 2 can be stably placed on the ground. In order to improve the strength of the bracket 2 , a reinforcing rib 24 is provided between the two supporting rods 21 , specifically, two intersecting reinforcing ribs 24 may be provided, and two ends of the reinforcing rib 24 are respectively connected to a supporting rod 21 . The height of the support rods 21 is designed according to the height of the steel cage 6, and the distance between the two support rods 21 is designed according to the size of the waffle board body 1. When the bracket 2 is in use, place the lower ends of the two support rods 21 on the waffle board respectively. Among the two tube bodies 11 of the mold 1 , the above two tube bodies 11 can be the tube bodies 11 of the same waffle plate mold 1 , or can be the tube bodies 11 of two different waffle plate molds 1 .
横梁3可以采用工字钢或长条形钢,也可以为其他形式。横梁3放置在支架2的上梁22的上表面上,在其他实施例中,横梁3也可以放置在两个加强筋24的交叉处。Crossbeam 3 can adopt I-beam or elongated steel, also can be other forms. The beam 3 is placed on the upper surface of the upper beam 22 of the bracket 2 , and in other embodiments, the beam 3 can also be placed at the intersection of two reinforcing ribs 24 .
如图3所示,在本实施例中,横梁3通过U型卡5连接于支架2上。优选地,U型卡5包括由钢材折弯或焊接制成的U型框51、钢板52和螺母53,U型框51的两端均设置有外螺纹,钢板52与U型框51的两端相对应的位置上设置有两个通孔,且通孔的直径小于螺母53的外径,U型框51的两端能够穿设于通孔。U型框51穿过横梁3和支架2的上梁22后,其两端穿设于钢板52的通孔,并与螺母53螺接,防止钢板52与U型框51脱离,即横梁3和支架2的上梁22被限制在U型框51和钢板52之间。在其他实施例中,也可以在上梁22上开设用于卡接横梁3的卡槽,横梁3依次穿设于间隔设置的支架2上,从而将横梁3连接于支架2上。As shown in FIG. 3 , in this embodiment, the beam 3 is connected to the bracket 2 through a U-shaped clip 5 . Preferably, the U-shaped card 5 includes a U-shaped frame 51 made of bent or welded steel, a steel plate 52 and a nut 53, the two ends of the U-shaped frame 51 are provided with external threads, and the two ends of the steel plate 52 and the U-shaped frame 51 Two through holes are provided at positions corresponding to the ends, and the diameter of the through holes is smaller than the outer diameter of the nut 53 , and the two ends of the U-shaped frame 51 can pass through the through holes. After the U-shaped frame 51 passes through the upper beam 22 of the crossbeam 3 and the support 2, its two ends pass through the through holes of the steel plate 52, and are screwed with the nut 53 to prevent the steel plate 52 from detaching from the U-shaped frame 51, that is, the crossbeam 3 and the U-shaped frame 51. The upper beam 22 of the bracket 2 is limited between the U-shaped frame 51 and the steel plate 52 . In other embodiments, the upper beam 22 may also be provided with slots for clamping the crossbeams 3 , and the crossbeams 3 are successively passed through the brackets 2 arranged at intervals, so as to connect the crossbeams 3 to the brackets 2 .
如图2和4所示,横梁3距华夫板模具本体12的上表面的距离大于或等于钢筋笼6的高度,因此整个钢筋笼6在制作过程中,工作人员均无需进入到两个华夫板模具1的间隙中,能够有较大的操作空间。As shown in Figures 2 and 4, the distance between the crossbeam 3 and the upper surface of the waffle plate mold body 12 is greater than or equal to the height of the reinforcement cage 6, so that during the manufacturing process of the entire reinforcement cage 6, the staff does not need to enter into two In the gap of the husband plate mold 1, there can be a larger operating space.
升降机构4中的升降架41包括升降杆411和锁链412,具体地,锁链412包括锁链本体和连接于锁链本体一端的龙虾扣,锁链本体的一端与升降杆411连接,另一端连接龙虾扣。龙虾扣及龙虾扣与锁链本体的连接方式均为现有技术,不再在此赘述。The lifting frame 41 in the lifting mechanism 4 includes a lifting rod 411 and a chain 412. Specifically, the chain 412 includes a chain body and a lobster clasp connected to one end of the chain body. One end of the chain body is connected to the elevating rod 411, and the other end is connected to the lobster clasp. Both the lobster clasp and the connection method between the lobster clasp and the chain body are prior art, and will not be repeated here.
除升降架41外,升降机构4还包括电机(图中未示出)、和用于驱动升降架41上下运动的传动件42。电机设置于横梁3上,升降架41和电机的输出端均与传动件42连接,具体地,传动件42优选为链条,链条两端分别固定在电机的输出端和升降杆411的一端,升降杆411未连接链条的一端与锁链本体未连接龙虾扣的一端连接,龙虾扣可拆卸地连接于链条上。具体地,链条和锁链本体均由多个长条状的环状单元依次扣合而成,该结构的链条和锁链412均为现有技术,不再在此赘述。In addition to the lifting frame 41 , the lifting mechanism 4 also includes a motor (not shown in the figure) and a transmission member 42 for driving the lifting frame 41 to move up and down. The motor is arranged on the beam 3, and the lifting frame 41 and the output end of the motor are all connected with the transmission part 42. Specifically, the transmission part 42 is preferably a chain, and the two ends of the chain are respectively fixed on the output end of the motor and an end of the lifting rod 411. The end of the rod 411 not connected to the chain is connected to the end of the chain body not connected to the lobster clasp, and the lobster clasp is detachably connected to the chain. Specifically, both the chain and the lock chain body are formed by sequentially fastening a plurality of elongated ring-shaped units. The chain and the lock chain 412 of this structure are both prior art and will not be repeated here.
当升降架41需要连接横向钢筋611时,锁链412与传动件42连接,手动调节升降杆411,使升降杆411的长度方向与横梁3的长度方向一致,当钢筋笼6就位后,使链条的龙虾扣不与传动件42连接,将升降架41从钢筋笼6中取出。When the lifting frame 41 needs to be connected to the transverse steel bar 611, the chain 412 is connected with the transmission member 42, and the lifting rod 411 is manually adjusted so that the length direction of the lifting rod 411 is consistent with the length direction of the beam 3. After the reinforcement cage 6 is in place, the chain The lobster clasp is not connected with the transmission part 42, and the lifting frame 41 is taken out from the reinforcement cage 6.
每个升降架41均与两个华夫板模具1之间的间隙正对设置,不同横梁3上的升降架41的位置一一相对,且沿横向钢筋611的方向排列,即位于不同横梁3上的相应位置的升降架41在同一条直线上,且该直线与横梁3的长度方向垂直,以便于将同一横向钢筋611放置于该同一条直线上的多个升降架41上,依次向下绑扎多个横向钢筋611从而形成钢筋梁的横向钢筋梁61。升降架41均与两个华夫板模具1之间的间隙正对设置,升降架41将钢筋笼6的横向钢筋梁61放置到两个华夫板模具1之间。在其他实施例中,还可以在横梁3上设置导轨和驱动组件,升降机构4的电机滑动连接于导轨,驱动组件驱动电机沿导轨滑动,以便移动绑扎完成的钢筋笼6,将钢筋笼6放置到多个华夫板模具1之间。钢筋笼6的具体结构为现有技术,不在再次赘述。Each lifting frame 41 is set facing the gap between the two waffle plate molds 1 , the positions of the lifting frames 41 on different beams 3 are opposite one by one, and they are arranged along the direction of the transverse reinforcement 611 , that is, they are located on different beams 3 The lifting frame 41 at the corresponding position on the same line is on the same straight line, and the straight line is perpendicular to the length direction of the crossbeam 3, so that the same transverse steel bar 611 is placed on the multiple lifting frames 41 on the same straight line, downward A plurality of transverse reinforcement beams 611 are bundled to form a transverse reinforcement beam 61 of the reinforcement beam. The elevating frame 41 is set facing the gap between the two waffle plate molds 1 , and the elevating frame 41 places the transverse reinforcement beam 61 of the reinforcement cage 6 between the two waffle plate molds 1 . In other embodiments, a guide rail and a drive assembly can also be set on the crossbeam 3, the motor of the lifting mechanism 4 is slidably connected to the guide rail, and the drive assembly drives the motor to slide along the guide rail, so that the steel cage 6 that has been bound is moved, and the reinforcement cage 6 is placed Between multiple waffle plate molds 1. The specific structure of the reinforcement cage 6 is the prior art, and will not be repeated here.
本实施例中的吊架装置还可以包括开关,每个电机均电连接一个开关,以单独控制每个升降架41的升降,在其他实施例中还可以包括控制器,多个电机均与控制器电连接,控制器可以同时控制多个电机的开启和关闭,以使多个升降架41同时升降。The hanger device in this embodiment can also include a switch, and each motor is electrically connected to a switch to individually control the lifting of each lifting frame 41. In other embodiments, it can also include a controller, and a plurality of motors are all connected with the control The controller is electrically connected, and the controller can control the opening and closing of multiple motors at the same time, so that multiple lifting frames 41 can be lifted and lowered at the same time.
本实施例还提供了一种钢筋笼绑扎就位方法,以提高钢筋笼6的质量,提高钢筋笼6的施工效率。This embodiment also provides a method for binding the reinforcement cage in place, so as to improve the quality of the reinforcement cage 6 and improve the construction efficiency of the reinforcement cage 6 .
如图4-7所示,钢筋笼绑扎及就位方法使用本实施例中的吊架装置进行钢筋笼6绑扎及就位,并至少包括如下步骤:As shown in Figure 4-7, the reinforcement cage binding and positioning method uses the hanger device in this embodiment to carry out the reinforcement cage 6 binding and positioning, and at least includes the following steps:
S1、利用吊架装置,绑扎钢筋并形成钢筋笼6;S1, using the hanger device, binding the steel bars and forming a steel bar cage 6;
S2、利用吊架装置,使钢筋笼6在预设空间内整体同步下放;S2. Using the hanger device, the reinforcement cage 6 is lowered synchronously as a whole in the preset space;
S3、将升降架41取出,并拆除吊架装置。S3, take out the lifting frame 41, and dismantle the hanger device.
本实施例提供的钢筋笼绑扎及就位方法基于吊架装置完成钢筋笼6绑扎和整体就位,在华夫板模具1上空完成华夫板梁钢筋笼6整体绑扎,然后整体下方钢筋笼6,施工效率高,施工时作业空间大,钢筋笼6成型质量高,且特别适用于高度较大的钢筋笼6绑扎。The steel cage binding and positioning method provided in this embodiment is based on the hanger device to complete the binding and overall positioning of the steel cage 6, complete the overall binding of the waffle beam steel cage 6 above the waffle plate mold 1, and then complete the overall lower reinforcement cage 6 , high construction efficiency, large working space during construction, high forming quality of the reinforcement cage 6, and is especially suitable for tying the reinforcement cage 6 with a large height.
如图2所示,利用吊架装置,绑扎钢筋并形成钢筋笼6前还需要安装吊装装置,安装吊装装置包括如下步骤:As shown in Figure 2, using the hanger device, before binding the steel bars and forming the reinforcement cage 6, a hoisting device needs to be installed, and the installation of the hoisting device includes the following steps:
S01、将支撑组件的一端设置于华夫板模具1内,具体地,将每个支架2的两个支撑杆21分别设置在华夫板模具1的两个管体11中,上述的两个管体11可以为同一华夫板模具1的管体11,也可以为两个不同的华夫板模具1的管体11,多个支架2形成一列。S01. Set one end of the support assembly in the waffle plate mold 1. Specifically, set the two support rods 21 of each bracket 2 in the two tube bodies 11 of the waffle plate mold 1 respectively. The above two The tube body 11 can be the tube body 11 of the same waffle plate mold 1 , or can be the tube bodies 11 of two different waffle plate molds 1 , and a plurality of brackets 2 form a row.
S02、将至少两个横梁3间隔设置于支撑组件上,且多个横梁3相互平行,具体地,间隔设置多列支架2,每列支架2上均设置一个横梁3。横梁3上间隔设置多个升降机构4,调节横梁3的位置,使每个升降架41均位于两个华夫板模具1的间隙的正上方,设置于一横梁3上的一升降架41与其他横梁3上的一升降架41正对设置,即位于不同横梁3上的相应位置的升降架41在同一条直线上,且该直线与横梁3的长度方向垂直。S02. Arrange at least two beams 3 at intervals on the support assembly, and the plurality of beams 3 are parallel to each other. Specifically, arrange multiple columns of brackets 2 at intervals, and each column of brackets 2 is provided with a beam 3 . A plurality of elevating mechanisms 4 are arranged at intervals on the beam 3, and the position of the beam 3 is adjusted so that each elevating frame 41 is located directly above the gap between the two waffle plate molds 1. An elevating frame 41 arranged on a beam 3 is connected to the An elevating frame 41 on other beams 3 is arranged facing each other, that is, the elevating frames 41 at corresponding positions on different beams 3 are on the same straight line, and the straight line is perpendicular to the longitudinal direction of the beam 3 .
S03、使用U型卡5将横梁3固定于支架2上。S03. Fix the beam 3 on the bracket 2 by using the U-shaped clip 5.
如图4所示,利用吊架装置,绑扎钢筋并形成钢筋笼6至少包括:As shown in Figure 4, using the hanger device, binding the steel bars and forming a steel bar cage 6 at least includes:
S11、将横向钢筋611设置于位于不同横梁3的且位于同一直线上的至少两个升降架41内;具体地,吊装装置的横向钢筋611设置于升降架41上,因此横向钢筋611也位于两个华夫板模具1的间隙的正上方,并使横向钢筋611与横梁3垂直,多个横向钢筋611依次向下设置,形成钢筋笼6的横向钢筋梁61。横向钢筋梁61的具体结构和成型方法为现有技术,不在再次赘述。S11, arrange the transverse reinforcing bars 611 in at least two elevating frames 41 located on the same straight line on different beams 3; specifically, the transverse reinforcing bars 611 of the hoisting device are arranged on the elevating frames 41, so the transverse reinforcing bars 611 are also located on the two Directly above the gap of the two waffle plate molds 1, and make the transverse reinforcement 611 perpendicular to the beam 3, a plurality of transverse reinforcement 611 are arranged downwards in turn to form the transverse reinforcement beam 61 of the reinforcement cage 6. The specific structure and forming method of the transverse reinforcement beam 61 are prior art, and will not be repeated here.
S12、将与横向钢筋611垂直且与横梁3平行的纵向钢筋621设置于横向钢筋611上;具体地,最上侧的纵向钢筋621放置于最上侧的横向钢筋611上侧进行绑扎,横向钢筋611也位于两个华夫板模具1的间隙的正上方,多个纵向钢筋621依次向下设置,形成钢筋笼6的纵向钢筋梁62,纵向钢筋梁62的具体结构和成型方法为现有技术,不在再次赘述。S12. Set the longitudinal reinforcement 621 perpendicular to the horizontal reinforcement 611 and parallel to the crossbeam 3 on the horizontal reinforcement 611; specifically, the uppermost longitudinal reinforcement 621 is placed on the uppermost horizontal reinforcement 611 for binding, and the horizontal reinforcement 611 is also Located directly above the gap between the two waffle plate molds 1, a plurality of longitudinal steel bars 621 are arranged downwards in sequence to form the longitudinal steel beams 62 of the reinforcement cage 6. The specific structure and forming method of the longitudinal steel beams 62 are prior art and are not described in Again.
在其它实施例中,横向钢筋611和纵向钢筋621也可以一层一层依次交错设置,即设置一层横向钢筋611,然后再设置一层纵向钢筋621,依次类推,进行钢筋笼6绑扎作业。为了方便作业,也可以在钢筋笼6绑扎过程中使升降架41逐渐升高。In other embodiments, the transverse reinforcing bars 611 and the longitudinal reinforcing bars 621 can also be alternately arranged layer by layer, that is, one layer of transverse reinforcing bars 611 is set, and then one layer of longitudinal reinforcing bars 621 is arranged, and so on, to carry out the binding operation of the reinforcement cage 6 . In order to facilitate the operation, the lifting frame 41 can also be gradually raised during the binding process of the reinforcement cage 6 .
如图5-7所示,使钢筋笼6在预设空间内整体同步下放是指将钢筋笼6的横向钢筋梁61和纵向钢筋梁62放置于多个华夫板模具1之间,直至下降至地面或华夫板模具1的下端。As shown in Figure 5-7, making the reinforcement cage 6 lowered synchronously in the preset space refers to placing the transverse reinforcement beam 61 and the longitudinal reinforcement beam 62 of the reinforcement cage 6 between multiple waffle plate molds 1 until they are lowered. to the ground or the lower end of the waffle plate mold 1.
将升降架41取出,具体是指将钢筋笼6放置于多个华夫板模具1之间后,将龙虾扣打开,将升降杆411从钢筋笼6中取出。拆除吊架装置是指,将U型卡5打开,取走横梁3及支架2。Taking out the lifting frame 41 specifically refers to placing the steel cage 6 between a plurality of waffle plate molds 1 , opening the lobster clasp, and taking out the lifting rod 411 from the steel cage 6 . Removing the hanger means that the U-shaped card 5 is opened, and the beam 3 and the support 2 are taken away.
显然,本发明的上述实施例仅仅是为了清楚说明本发明所作的举例,而并非是对本发明的实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明权利要求的保护范围之内。Apparently, the above-mentioned embodiments of the present invention are only examples for clearly illustrating the present invention, rather than limiting the implementation of the present invention. For those of ordinary skill in the art, other changes or changes in different forms can be made on the basis of the above description. It is not necessary and impossible to exhaustively list all the implementation manners here. All modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included within the protection scope of the claims of the present invention.
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Cited By (2)
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| CN112240004A (en) * | 2020-10-28 | 2021-01-19 | 中国十九冶集团有限公司 | Wet joint reinforcing steel bar installation device and installation method |
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