CN206735623U - Framework of steel reinforcement hanging apparatus - Google Patents

Framework of steel reinforcement hanging apparatus Download PDF

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Publication number
CN206735623U
CN206735623U CN201720249985.0U CN201720249985U CN206735623U CN 206735623 U CN206735623 U CN 206735623U CN 201720249985 U CN201720249985 U CN 201720249985U CN 206735623 U CN206735623 U CN 206735623U
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girder
framework
steel reinforcement
steel
pole
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屈财魏
陈顺先
曹其斌
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CCFEB Civil Engineering Co Ltd
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CCFEB Civil Engineering Co Ltd
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Description

钢筋骨架吊装装置Steel frame hoisting device

技术领域technical field

本实用新型涉及箱梁吊装领域,特别地,涉及一种箱梁钢筋骨架吊装装置。The utility model relates to the field of box girder hoisting, in particular to a box girder steel frame hoisting device.

背景技术Background technique

近年来,随着我国高速铁路和高速公路等建筑施工行业的迅猛发展,为了保证轨道工程持久的稳定性,轨道工程的施工标准越来越高,施工质量要求越来越严格。In recent years, with the rapid development of construction industries such as high-speed railways and highways in my country, in order to ensure the long-term stability of track engineering, the construction standards of track engineering have become higher and higher, and the construction quality requirements have become more and more stringent.

桥梁结构作为轨道工程的主要结构物,被广泛应用,桥梁施工需要使用钢筋混凝土结构的箱梁,钢筋混凝土结构的箱梁分为预制箱梁和现浇箱梁。预制箱梁施工时钢筋绑扎一般是在箱梁的底座上完成的,然后将绑扎后的钢筋笼整体吊装入模,进行混凝土浇筑,但是传统吊装普遍采用吊环与钢丝绳配合的吊装,由于预制箱梁钢筋整体绑扎后体积大,重量重,吊装过程中钢筋骨架受力不平衡,钢筋骨架容易变形影响施工进度,造成不必要的损失。As the main structure of track engineering, bridge structure is widely used. Bridge construction requires the use of reinforced concrete box girders. The reinforced concrete box girders are divided into prefabricated box girders and cast-in-place box girders. During the construction of prefabricated box girders, the steel bar binding is generally completed on the base of the box girder, and then the bound steel cage is hoisted into the mold as a whole, and the concrete is poured. After the steel bars are bound as a whole, they are bulky and heavy. During the hoisting process, the force on the steel bar skeleton is unbalanced, and the steel bar skeleton is easily deformed, affecting the construction progress and causing unnecessary losses.

因此,如何避免钢筋骨架在整体吊装过程中变形,是一个凾待解决的问题。Therefore, how to avoid the deformation of the steel frame during the overall hoisting process is a problem to be solved.

实用新型内容Utility model content

本实用新型提供了一种钢筋骨架吊装装置,以解决现有的吊装工具在吊装过程中钢筋骨架易发生变形的技术问题。The utility model provides a steel bar skeleton hoisting device to solve the technical problem that the steel bar skeleton is easily deformed during the hoisting process of the existing hoisting tools.

本实用新型采用的技术方案如下:The technical scheme that the utility model adopts is as follows:

一种钢筋骨架吊装装置,该装置包括:用于与吊装设备连接的主梁、主梁下方设有与其平行的两个副梁,两个副梁关于主梁对称设置,两个副梁之间间隔设有多个横梁,主梁和两个副梁之间设有多个支杆,主梁的上表面间隔设有多个吊环,副梁的下表面设有多个与钢筋骨架连接的挂钩,吊环穿设有用于与吊装设备连接且调整起吊中心的钢丝绳。A steel frame hoisting device, the device includes: a main girder used to connect with hoisting equipment, two sub-beams parallel to the main girder are arranged under the main girder, the two sub-beams are arranged symmetrically with respect to the main girder, and the gap between the two sub-beams There are multiple beams at intervals, multiple struts between the main beam and two sub-beams, multiple suspension rings at intervals on the upper surface of the main beam, and multiple hooks connected to the steel skeleton on the lower surface of the sub-beam , the hoisting ring is threaded with a wire rope for connecting with hoisting equipment and adjusting the hoisting center.

进一步地,支杆包括:位于主梁与副梁之间的第一支杆,第一支杆设于副梁侧的端部位于副梁与横梁连接的位置,相邻的两个第一支杆平行设置。Further, the struts include: a first strut located between the main beam and the sub-beam, the end of the first strut on the side of the sub-beam is located at the position where the sub-beam is connected to the cross beam, and the two adjacent first struts The rods are arranged in parallel.

进一步地,支杆还包括:设于相邻的两个第一支杆之间的第二支杆,相邻的两个第二支杆关于与其相邻的第一支杆对称设置。Further, the strut further includes: a second strut disposed between two adjacent first struts, and the two adjacent second struts are arranged symmetrically with respect to the adjacent first struts.

进一步地,挂钩设置在副梁与横梁的连接处,挂钩与横梁经铁链连接。Further, the hook is arranged at the junction of the sub-beam and the crossbeam, and the hook and the crossbeam are connected by an iron chain.

进一步地,副梁与横梁焊接固定。Further, the subframe is welded and fixed to the crossbeam.

进一步地,主梁和副梁均采用方钢制成。Further, both the main girder and the auxiliary girder are made of square steel.

进一步地,横梁采用槽钢制成。Further, the beam is made of channel steel.

进一步地,第一支杆和第二支杆均采用钢筋制成。Further, both the first pole and the second pole are made of steel bars.

进一步地,主梁上设有用于固定吊环的紧固件。Further, the main beam is provided with fasteners for fixing the suspension rings.

进一步地,钢丝绳的两端设置有与吊环连接的绳套。Further, the two ends of the steel wire rope are provided with rope sleeves connected with suspension rings.

本实用新型具有以下有益效果:The utility model has the following beneficial effects:

本实用新型的钢筋骨架吊装装置,该吊装装置包括与起吊设备连接的主梁,以及主梁下方设置两根与主梁平行的副梁,两根副梁之间设有多个横梁,主梁和副梁之间经支杆连接,在副梁的下方设有多个与钢筋骨架连接的挂钩,主梁的上表面设有多个用于与起吊设备连接的吊环,吊环之间穿设有钢丝绳,起吊设备的吊钩与钢丝绳连接,通过调整钢丝绳与吊装设备吊钩的着力点来调节吊装装置的受力点和重心,使吊装装置受力平衡以方便起吊,另外通过在副梁上设有多个与钢筋骨架连接的挂钩,进一步使钢筋骨架受力平衡,避免了钢筋骨架在吊装过程中发生变形。The steel frame hoisting device of the utility model, the hoisting device includes a main girder connected with the hoisting equipment, and two sub-beams parallel to the main girder are arranged under the main girder, and a plurality of beams are arranged between the two sub-beams, and the main girder It is connected with the sub-beam through a support rod. There are multiple hooks connected to the steel frame under the sub-beam. There are multiple lifting rings on the upper surface of the main beam for connecting with lifting equipment. Between the lifting rings, there are The wire rope, the hook of the lifting equipment is connected with the wire rope, and the force point and center of gravity of the hoisting device can be adjusted by adjusting the force point of the wire rope and the hook of the hoisting equipment, so that the force of the hoisting device is balanced to facilitate lifting. There are multiple hooks connected with the steel frame to further balance the stress on the steel frame and avoid deformation of the steel frame during hoisting.

除了上面所描述的目的、特征和优点之外,本实用新型还有其它的目的、特征和优点。下面将参照附图,对本实用新型作进一步详细的说明。In addition to the purposes, features and advantages described above, the present invention has other purposes, features and advantages. Below with reference to accompanying drawing, the utility model is described in further detail.

附图说明Description of drawings

构成本申请的一部分的附图用来提供对本实用新型的进一步理解,本实用新型的示意性实施例及其说明用于解释本实用新型,并不构成对本实用新型的不当限定。在附图中:The accompanying drawings constituting a part of this application are used to provide a further understanding of the utility model, and the schematic embodiments of the utility model and their descriptions are used to explain the utility model, and do not constitute an improper limitation of the utility model. In the attached picture:

图1是本实用新型优选实施例钢筋骨架吊装装置的示意图;Fig. 1 is the schematic diagram of the steel frame hoisting device of the preferred embodiment of the present invention;

图2是本实用新型优选实施例钢筋骨架吊装装置的又一示意图。Fig. 2 is another schematic diagram of the steel frame hoisting device of the preferred embodiment of the present invention.

附图标号说明:Explanation of reference numbers:

10、主梁;11、吊环;20、副梁;21、挂钩;30、横梁;10. Main beam; 11. Ring; 20. Subbeam; 21. Hook; 30. Beam;

40、支杆;41、第一支杆;42、第二支杆;40, pole; 41, the first pole; 42, the second pole;

50、钢丝绳。50, wire rope.

具体实施方式detailed description

需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本实用新型。It should be noted that, in the case of no conflict, the embodiments in the present application and the features in the embodiments can be combined with each other. The utility model will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

参照图1及图2,本实用新型的优选实施例提供了一种钢筋骨架吊装装置,该钢筋骨架吊装装置包括:用于与吊装设备连接的主梁10、主梁10下方设有与主梁10平行的两个副梁20,两个副梁20关于主梁10对称设置,两个副梁20之间间隔设有多个横梁30,主梁10和两个副梁20之间设有多个支杆40,主梁10的上表面间隔设有多个吊环11,副梁20的下表面设有多个与钢筋骨架连接的挂钩21,吊环11穿设有用于与吊装设备连接且调整起吊中心的钢丝绳50。With reference to Fig. 1 and Fig. 2, the preferred embodiment of the present utility model provides a kind of steel frame hoisting device, and this steel bar frame hoisting device comprises: the main girder 10 that is used for being connected with hoisting equipment, below the main girder 10 is provided with main girder 10 parallel two sub-beams 20, the two sub-beams 20 are arranged symmetrically with respect to the main girder 10, a plurality of beams 30 are arranged at intervals between the two sub-beams 20, and multiple beams 30 are arranged between the main girder 10 and the two sub-beams 20 A support rod 40, the upper surface of the main beam 10 is provided with a plurality of suspension rings 11 at intervals, the lower surface of the sub-beam 20 is provided with a plurality of hooks 21 connected to the steel bar skeleton, and the suspension rings 11 are provided with hoisting equipment for connecting and adjusting lifting Steel wire rope 50 in the center.

在本实施例中,两个副梁20之间均匀间隔设有多个横梁30,副梁20与横梁30焊接固定,且在其连接的地方均设有挂钩21,以便于与钢筋骨架连接,使钢筋骨架受力均匀;另外通过在主梁10的上表面间隔设有多个吊环11,钢丝绳50穿过至少2个吊环11,吊装设备的吊钩与钢丝绳50连接,通过调整钢丝绳50与吊装设备吊钩的着力点来调节钢筋骨架的受力点和重心,使吊装装置受力平衡以方便起吊,另外通过在副梁20上设有多个与钢筋骨架连接的挂钩21,进一步使钢筋骨架受力平衡,避免了钢筋骨架在吊装过程中发生变形。In this embodiment, a plurality of crossbeams 30 are evenly spaced between the two subbeams 20, and the subbeams 20 and the crossbeams 30 are welded and fixed, and hooks 21 are provided at the places where they are connected, so as to be connected with the steel skeleton. Make the reinforced skeleton evenly stressed; in addition, by setting a plurality of suspension rings 11 at intervals on the upper surface of the main girder 10, the steel wire rope 50 passes through at least two suspension rings 11, and the hook of the lifting equipment is connected with the steel wire rope 50. By adjusting the steel wire rope 50 and the hoisting The force point of the equipment hook is used to adjust the stress point and center of gravity of the steel frame, so that the force of the hoisting device is balanced to facilitate lifting. In addition, a plurality of hooks 21 connected to the steel frame are provided on the sub-beam 20 to further make the steel frame The force is balanced to avoid deformation of the steel skeleton during hoisting.

优选地,支杆40包括:位于主梁10与副梁20之间的第一支杆41,第一支杆41设于副梁20侧的端部位于副梁20与横梁30连接的位置,相邻的两个第一支杆41平行设置。Preferably, the strut 40 includes: a first strut 41 located between the main beam 10 and the sub-beam 20 , the end of the first strut 41 on the side of the sub-beam 20 is located at the position where the sub-beam 20 is connected to the cross beam 30 , Two adjacent first struts 41 are arranged in parallel.

在本实施例中,第一支杆41分别与主梁10和副梁20垂直设置,两个相邻的第一支杆41之间平行设置。In this embodiment, the first struts 41 are arranged vertically to the main beam 10 and the sub-beam 20 respectively, and two adjacent first struts 41 are arranged in parallel.

优选地,支杆40还包括:设于相邻的两个第一支杆41之间的第二支杆42,相邻的两个第二支杆42关于与其相邻的第一支杆41对称设置。Preferably, the strut 40 further includes: a second strut 42 disposed between two adjacent first struts 41 , the two adjacent second struts 42 are relative to the adjacent first strut 41 Symmetrical setting.

在本实施例中,相邻两个第一支杆41的对角位置处设有第二支杆42,相邻的两个第二支杆42关于位于两个第二支杆42之间的第一支杆41对称设置,通过在主梁10和副梁20之间设置第一支杆41和第二支杆42,以连接主梁10和副梁20,增加钢筋骨架吊装装置的刚性。In this embodiment, the second struts 42 are provided at the diagonal positions of the two adjacent first struts 41 , and the two adjacent second struts 42 are located between the two second struts 42 . The first struts 41 are arranged symmetrically, and the first struts 41 and the second struts 42 are arranged between the main girder 10 and the sub-girder 20 to connect the main girder 10 and the sub-girder 20 to increase the rigidity of the steel frame hoisting device.

可选地,挂钩21设置在副梁20与横梁30连接的位置处,挂钩21与横梁30经铁链连接,,通过在副梁20上均匀设置挂钩21,使钢筋骨架受力均匀,提高钢筋骨架吊装装置的平衡性能,另外用铁链连接挂钩21和横梁30,以增加挂钩21的承受重量。Optionally, the hook 21 is arranged at the position where the sub-beam 20 is connected to the cross-beam 30, and the hook 21 and the cross-beam 30 are connected by an iron chain. By evenly setting the hooks 21 on the sub-beam 20, the force on the reinforcement skeleton is uniform, and the strength of the reinforcement is improved. The balance performance of skeleton hoisting device connects hook 21 and crossbeam 30 with iron chain in addition, to increase the bearing weight of hook 21.

优选地,本实施例提供的钢筋骨架吊装装置,主梁10和副梁20采用方钢制成,增加了钢筋骨架吊装装置的刚性,经过试验可知,采用80*80*3.5cm规格的方钢时效果最佳;横梁30采用5#槽钢,第一支杆41和第二支杆42采用HRB400、Φ16钢筋时效果最佳,该吊装装置强度高,在吊装较重的钢筋骨架时不易发生变形。Preferably, in the steel frame hoisting device provided in this embodiment, the main girder 10 and the sub-beam 20 are made of square steel, which increases the rigidity of the steel frame hoisting device. It can be seen from tests that the square steel with a specification of 80*80*3.5cm is used The effect is best when the beam 30 is made of 5# channel steel, and the first support rod 41 and the second support rod 42 are made of HRB400 and Φ16 steel bars, and the effect is the best. out of shape.

优选地,主梁10上设有用于固定吊环11的紧固件。在本实施例中,主梁10的上表面设有与吊环11匹配的卡合件,以使吊环11固定在主梁10上,便于主梁10与吊装设备连接。Preferably, the main beam 10 is provided with fasteners for fixing the suspension ring 11 . In this embodiment, the upper surface of the main girder 10 is provided with an engaging part matched with the suspension ring 11, so that the suspension ring 11 is fixed on the main girder 10, and the main girder 10 is conveniently connected with the hoisting equipment.

优选地,钢丝绳50的两端设置有便于与吊环11连接的绳套。在本实施例中,通过调整钢丝绳50与吊装设备吊钩的受力点,来调整钢筋骨架吊装装置的起吊重心。Preferably, both ends of the steel wire rope 50 are provided with rope sleeves for easy connection with the suspension ring 11 . In this embodiment, the lifting center of gravity of the steel frame hoisting device is adjusted by adjusting the stress point of the steel wire rope 50 and the hook of the hoisting equipment.

从以上的描述可以得知:本实用新型的钢筋骨架吊装装置,该吊装装置包括与起吊设备连接的主梁,以及主梁下方设置两根与主梁平行的副梁,两根副梁之间设有多个横梁,主梁和副梁之间经支杆连接,在副梁的下方设有多个与钢筋骨架连接的挂钩,主梁的上表面设有多个用于与起吊设备连接的吊环,吊环之间穿设有钢丝绳,起吊设备的吊钩与钢丝绳连接,通过调整钢丝绳与吊装设备吊钩的着力点来调节吊装装置的受力点和重心,使吊装装置受力平衡以方便起吊,另外通过在副梁上设有多个与钢筋骨架连接的挂钩,进一步使钢筋骨架受力平衡,避免了钢筋骨架在吊装过程中发生变形。It can be known from the above description that the steel frame hoisting device of the present invention includes a main girder connected with the hoisting equipment, and two sub-beams parallel to the main girder are arranged under the main girder. There are multiple beams, the main beam and the sub-beam are connected by struts, there are multiple hooks connected to the steel frame under the sub-beam, and there are multiple hooks on the upper surface of the main beam for connecting with the lifting equipment. Lifting rings, wire ropes are passed between the rings, and the hooks of the lifting equipment are connected to the wire ropes. By adjusting the force points of the wire ropes and the hooks of the lifting equipment, the force point and center of gravity of the lifting device are adjusted to balance the force of the lifting device for easy lifting. , In addition, by setting a plurality of hooks connected with the steel frame on the sub-beam, the force of the steel frame is further balanced, and the deformation of the steel frame during hoisting is avoided.

以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,对于本领域的技术人员来说,本实用新型可以有各种更改和变化。凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the utility model, and are not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.

Claims (10)

  1. A kind of 1. framework of steel reinforcement hanging apparatus, it is characterised in that including:
    For be connected with hanging device girder (10), be provided with two auxiliary girders (20) in parallel below the girder (10), Two auxiliary girders (20) are symmetrical arranged on the girder (10), and multiple crossbeams are interval between two auxiliary girders (20) (30) multiple poles (40), the upper surface of the girder (10), are provided between the girder (10) and two auxiliary girders (20) Multiple suspension ring (11) are interval with, the lower surface of the auxiliary girder (20) is provided with multiple hooks (21) being connected with framework of steel reinforcement, institute State suspension ring (11) and be equipped with steel wire rope (50) for lifting center to be connected and adjusted with the hanging device.
  2. 2. framework of steel reinforcement hanging apparatus according to claim 1, it is characterised in that
    The pole (40) includes:The first pole (41) between the girder (10) and the auxiliary girder (20), described One pole (41) is located at the position that the auxiliary girder (20) is connected with the crossbeam (30), phase located at the end of the auxiliary girder (20) side Two adjacent the first poles (41) be arranged in parallel.
  3. 3. framework of steel reinforcement hanging apparatus according to claim 2, it is characterised in that
    The pole (40) also includes:The second pole (42) between two adjacent the first poles (41), adjacent two Individual second pole (42) is symmetrical arranged on first pole (41) adjacent thereto.
  4. 4. framework of steel reinforcement hanging apparatus according to claim 1, it is characterised in that
    The hook (21) is arranged on the junction of the auxiliary girder (20) and the crossbeam (30), the hook (21) and the horizontal stroke Beam (30) connects through iron chains.
  5. 5. framework of steel reinforcement hanging apparatus according to claim 1, it is characterised in that
    The auxiliary girder (20) is welded and fixed with the crossbeam (30).
  6. 6. according to any described framework of steel reinforcement hanging apparatus of claim 1-5, it is characterised in that
    The girder (10) and the auxiliary girder (20) are made of square steel.
  7. 7. framework of steel reinforcement hanging apparatus according to claim 6, it is characterised in that
    The crossbeam (30) is made of channel-section steel.
  8. 8. framework of steel reinforcement hanging apparatus according to claim 3, it is characterised in that
    First pole (41) and the second pole (42) are made of reinforcing bar.
  9. 9. framework of steel reinforcement hanging apparatus according to claim 6, it is characterised in that
    The girder (10) is provided with the fastener for being used for fixing the suspension ring (11).
  10. 10. framework of steel reinforcement hanging apparatus according to claim 6, it is characterised in that
    The steel wire rope (50) is provided at both ends with the rope sling being connected with the suspension ring (11).
CN201720249985.0U 2017-03-15 2017-03-15 Framework of steel reinforcement hanging apparatus Expired - Fee Related CN206735623U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110092288A (en) * 2019-06-05 2019-08-06 上海建工四建集团有限公司 Multilayer shear force wall reinforcing steel bar skeleton Lift-on/Lift-off System
CN115072544A (en) * 2022-07-29 2022-09-20 中交一公局第七工程有限公司 Hoisting method for hoisting steel net rack

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110092288A (en) * 2019-06-05 2019-08-06 上海建工四建集团有限公司 Multilayer shear force wall reinforcing steel bar skeleton Lift-on/Lift-off System
CN110092288B (en) * 2019-06-05 2024-01-09 上海建工四建集团有限公司 Multi-layer shear wall reinforcement cage hoisting system
CN115072544A (en) * 2022-07-29 2022-09-20 中交一公局第七工程有限公司 Hoisting method for hoisting steel net rack
CN115072544B (en) * 2022-07-29 2024-10-29 中交一公局第七工程有限公司 A lifting method for lifting steel grid

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