CN219906699U - Lifting fixture for installing reinforcing steel bars - Google Patents

Lifting fixture for installing reinforcing steel bars Download PDF

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Publication number
CN219906699U
CN219906699U CN202320872087.6U CN202320872087U CN219906699U CN 219906699 U CN219906699 U CN 219906699U CN 202320872087 U CN202320872087 U CN 202320872087U CN 219906699 U CN219906699 U CN 219906699U
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China
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base
steel bar
lifting
steel bars
long hole
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CN202320872087.6U
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Inventor
杜一帆
张洪达
李维生
郝胜利
刘群德
张说
白明亮
王凯
雷钧
李佳龙
靳万博
李鑫鑫
于剑平
郑楚凡
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East China Construction Co Ltd Of Cccc Second Highway Engineering Co ltd
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CCCC SHEC Second Engineering Co Ltd
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Abstract

The utility model provides a steel bar installation hoisting tool, which is used for hoisting steel bars in bridge construction and comprises the following components: the base and the hanging bracket are provided with long holes, the width of each long hole is larger than or equal to the diameter of the steel bar, and the width of each long hole is smaller than the diameter of a nut screwed at the end part of the steel bar; the two ends of each hanger are respectively connected with two ends of one side of the base, the middle parts of the hangers arch upwards, and transverse hanging ribs are arranged between the middle parts of the two hangers. The steel bar installation lifting fixture improves the steel bar lifting installation efficiency and has the advantage of safe construction.

Description

一种钢筋安装吊装装具A kind of steel bar installation hoisting equipment

技术领域Technical field

本实用新型属于桥梁建设领域,主要涉及一种钢筋安装吊装装具。The utility model belongs to the field of bridge construction and mainly relates to a steel bar installation and hoisting device.

背景技术Background technique

在进行桥梁墩身、锚体竖向钢筋安装时,由于部分钢筋不能在后场预制安装,需现场进行吊装安装。传统的竖向钢筋吊装安装,采用吊车配合人工逐根进行安装。此方法需要人工配合,人工位于高空作业时间长,具有较大安全风险,且逐根安装无法保证竖向钢筋精准定位,安装效率低。When installing vertical steel bars on bridge piers and anchor bodies, some steel bars cannot be prefabricated and installed in the back yard, so they need to be hoisted and installed on site. Traditional vertical steel bar hoisting installation uses a crane and manual installation one by one. This method requires manual cooperation, and the manual work at high altitude takes a long time, which has great safety risks. Moreover, the precise positioning of vertical steel bars cannot be guaranteed when installed one by one, and the installation efficiency is low.

实用新型内容Utility model content

鉴于此,本实用新型的目的是提供一种钢筋安装吊装装具,用于克服上述问题或者至少部分地解决或缓解上述问题。In view of this, the purpose of the present invention is to provide a steel bar installation and hoisting device for overcoming the above problems or at least partially solving or alleviating the above problems.

本实用新型提出一种钢筋安装吊装装具,用于桥梁施工中吊运钢筋,包括:The utility model proposes a steel bar installation and hoisting device, which is used for lifting steel bars in bridge construction, including:

底座,所述底座上设置有长孔,所述长孔的宽度大于等于所述钢筋的直径,小于拧在所述钢筋端部的螺母的直径;A base is provided with a long hole, and the width of the long hole is greater than or equal to the diameter of the steel bar and less than the diameter of the nut screwed on the end of the steel bar;

吊架,一对所述吊架分别连接在所述底座的两侧,每个所述吊架的两端分别连接在所述底座的一侧的两端,所述吊架的中部向上拱起,两个所述吊架的中部之间设置有横向吊筋。Hangers, a pair of hangers are respectively connected to both sides of the base, two ends of each hanger are respectively connected to two ends of one side of the base, the middle part of the hangers is arched upward , transverse hanging bars are provided between the middle portions of the two hangers.

本实用新型还具有以下可选特征。The utility model also has the following optional features.

可选地,所述底座的截面为槽钢结构,所述吊架的两端连接在所述底座两端的侧面。Optionally, the cross-section of the base is a channel steel structure, and both ends of the hanger are connected to the sides of both ends of the base.

可选地,所述长孔的边沿设置有刻度。Optionally, the edge of the long hole is provided with a scale.

可选地,所述长孔的内边沿设置有向内伸出的分隔挡块。Optionally, the inner edge of the long hole is provided with an inwardly extending separation stop.

可选地,所述底座为直线形或者平面框形。Optionally, the base is linear or flat frame-shaped.

本实用新型的钢筋安装吊装装具通过在具有长孔的底座上连接吊架,将需要吊运的多个钢筋的一端分别穿过长孔后拧上螺母,可通过吊机通过吊架将连接多个钢筋的底座吊起,实现一次性吊运安装多个钢筋,多个钢筋可根据施工图纸设计进行间距调整,达到精准定位的要求,可在桥梁墩身、锚体竖向钢筋安装过程中使用,其适用范围广泛,提高了钢筋吊运安装效率,还具有施工安全的优点。The steel bar installation hoisting device of the present invention connects a hanger to a base with long holes, passes one end of multiple steel bars that need to be lifted through the long holes and screws on the nuts. The crane can connect multiple steel bars through the hanger. The base of each steel bar is lifted to realize the lifting and installation of multiple steel bars at one time. The spacing of multiple steel bars can be adjusted according to the design of the construction drawings to meet the requirements of precise positioning. It can be used during the installation of vertical steel bars on bridge piers and anchor bodies. , it has a wide range of applications, improves the efficiency of steel bar lifting and installation, and also has the advantages of construction safety.

附图说明Description of the drawings

图1是本实用新型的钢筋安装吊装装具的结构示意图。Figure 1 is a schematic structural diagram of the steel bar installation and lifting equipment of the present utility model.

图2是本实用新型的钢筋安装吊装装具的仰视结构示意图;Figure 2 is a schematic structural diagram of the steel bar installation and hoisting device of the present utility model viewed from above;

图3是本实用新型的钢筋安装吊装装具的端部结构示意图。Figure 3 is a schematic diagram of the end structure of the steel bar installation and hoisting device of the present invention.

在以上图中:1底座;2长孔;3吊架;4横向吊筋;5钢筋;6螺母。In the above picture: 1 base; 2 long holes; 3 hangers; 4 transverse hanging bars; 5 steel bars; 6 nuts.

以下将结合附图及实施例对本实用新型做进一步详细说明。The utility model will be further described in detail below with reference to the accompanying drawings and examples.

具体实施方式Detailed ways

实施例1Example 1

参考图1、图2和图3,本实用新型的实施例提出一种钢筋安装吊装装具,用于桥梁施工中吊运钢筋5,包括:底座1和吊架3,底座1上设置有长孔2,长孔2的宽度大于等于钢筋5的直径,小于拧在钢筋5端部的螺母6的直径;一对吊架3分别连接在底座1的两侧,每个吊架3的两端分别连接在底座1的一侧的两端,吊架3的中部向上拱起,两个吊架3的中部之间设置有横向吊筋4。Referring to Figures 1, 2 and 3, an embodiment of the present utility model proposes a steel bar installation and hoisting device for lifting steel bars 5 during bridge construction. It includes: a base 1 and a hanger 3. The base 1 is provided with a long hole. 2. The width of the long hole 2 is greater than or equal to the diameter of the steel bar 5 and smaller than the diameter of the nut 6 screwed on the end of the steel bar 5; a pair of hangers 3 are connected to both sides of the base 1, and the two ends of each hanger 3 are respectively Connected to both ends of one side of the base 1, the middle part of the hanger 3 is arched upward, and a transverse hanging bar 4 is provided between the middle parts of the two hangers 3.

底座1的两端可以与吊架3的两端焊接在一起,也可以通过销轴连接在一起,横向吊筋4与两个吊架3的中间的下侧焊接固定。在使用时,地面上的工作人员先将需要吊运的多个钢筋5的一端分别穿过底座1上的长孔2,然后在穿过长孔2另一端的钢筋5上拧上螺母6,并调整好相邻钢筋5之间的位置,最后通过吊机的挂钩挂起吊架3中间的横向吊筋4,将多个钢筋5一起吊运到桥梁墩身、锚体等施工位置处,让施工人员直接对竖直吊起的钢筋进行安装施工,当安装好后,施工人员解开各个钢筋5顶端的螺母6,吊机即可将底座1吊离施工位置。The two ends of the base 1 can be welded together with the two ends of the hangers 3, or they can be connected together through pins, and the transverse hanging bars 4 are welded and fixed to the lower sides of the middle of the two hangers 3. When in use, workers on the ground first pass one end of the multiple steel bars 5 that need to be lifted through the long holes 2 on the base 1, and then screw on the nuts 6 on the steel bars 5 that pass through the other ends of the long holes 2. And adjust the position between adjacent steel bars 5, and finally hang the transverse hanging bar 4 in the middle of the hanger 3 through the hook of the crane, and lift multiple steel bars 5 together to the bridge pier body, anchor body and other construction locations, so that The construction workers directly install the vertically lifted steel bars. After installation, the construction workers loosen the nuts 6 on the top of each steel bar 5, and the crane can lift the base 1 away from the construction position.

实施例2Example 2

参考图1、图2和图3,在实施例1的基础上,底座1的截面为槽钢结构,吊架3的两端连接在底座1两端的侧面。Referring to Figures 1, 2 and 3, on the basis of Embodiment 1, the cross-section of the base 1 is a channel steel structure, and the two ends of the hanger 3 are connected to the sides of the two ends of the base 1.

底座1采用槽钢,槽钢具有较强的竖向承压性能,可一次性吊装多个钢筋5。The base 1 is made of channel steel, which has strong vertical pressure-bearing performance and can hoist multiple steel bars 5 at one time.

实施例3Example 3

参考图2,在实施例1的基础上,长孔2的边沿设置有刻度。Referring to Figure 2, based on Embodiment 1, the edge of the long hole 2 is provided with a scale.

在长孔2的边沿设置好刻度,可方便地面上的工作人员在长孔2中连接钢筋5时,按照刻度将多个钢筋5分布均匀。Setting a scale on the edge of the long hole 2 can facilitate workers on the ground to evenly distribute multiple steel bars 5 according to the scale when connecting the steel bars 5 in the long hole 2 .

实施例4Example 4

在实施例1的基础上,长孔2的内边沿设置有向内伸出的分隔挡块。On the basis of Embodiment 1, the inner edge of the long hole 2 is provided with inwardly extending separation blocks.

为了避免多个钢筋5在吊机吊运过程中沿着长孔2滑向底座1的一端,从而导致吊运不稳定或者分布不均匀,可在长孔2的内边缘焊接多个分隔挡块,将多个钢筋5分隔开来。In order to prevent multiple steel bars 5 from sliding along the long hole 2 to one end of the base 1 during the crane lifting process, resulting in unstable lifting or uneven distribution, multiple separation blocks can be welded on the inner edge of the long hole 2 , separate multiple steel bars 5.

实施例5Example 5

参考图1、图2和图3,在以上任一项实施例的基础上,底座1为直线形或者平面框形。Referring to Figures 1, 2 and 3, based on any of the above embodiments, the base 1 is linear or flat frame-shaped.

根据所需要安装的钢筋5的排列分布,可设置直线形底座1或者平面框形底座1,并将钢筋5按照所需排列分布穿过底座1上的长孔2后连接螺母6;再进行吊运。According to the arrangement and distribution of the steel bars 5 that need to be installed, a linear base 1 or a flat frame base 1 can be set, and the steel bars 5 are passed through the long holes 2 on the base 1 according to the required arrangement and distribution, and then connected to the nuts 6; and then hoisted transport.

以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应该以权利要求的保护范围为准。本实施例没有详细叙述的部件和结构属本行业的公知部件和常用结构或常用手段,这里不一一叙述。The above are only preferred specific implementations of the present utility model, but the protection scope of the present utility model is not limited thereto. Any person familiar with the technical field can easily imagine that within the technical scope disclosed by the present utility model, Any changes or replacements shall be covered by the protection scope of the present utility model. Therefore, the protection scope of the present utility model should be subject to the protection scope of the claims. The components and structures not described in detail in this embodiment are well-known components, common structures or common methods in the industry, and will not be described one by one here.

Claims (5)

1. The utility model provides a reinforcing bar installation hoist and mount dress utensil for handling reinforcing bar (5) in the bridge construction, its characterized in that includes:
the base (1), the base (1) is provided with a long hole (2), the width of the long hole (2) is larger than or equal to the diameter of the steel bar (5), and is smaller than the diameter of a nut (6) screwed at the end part of the steel bar (5);
the lifting frames (3), a pair of lifting frames (3) are respectively connected to two sides of the base (1), two ends of each lifting frame (3) are respectively connected to two ends of one side of the base (1), the middle parts of the lifting frames (3) arch upwards, and transverse lifting ribs (4) are arranged between the middle parts of the two lifting frames (3).
2. The steel bar installation hoisting tool according to claim 1, wherein the cross section of the base (1) is of a channel steel structure, and two ends of the hanger (3) are connected to side surfaces of two ends of the base (1).
3. The rebar installation hoist tool according to claim 1, characterized in that the edge of the slot (2) is provided with graduations.
4. The rebar installation hoist fixture according to claim 1, characterized in that the inner edge of the slot (2) is provided with an inwardly projecting separation stop.
5. The rebar installation hoist tool according to any one of claims 1 to 4, characterized in that the base (1) is rectilinear or planar frame-shaped.
CN202320872087.6U 2023-04-18 2023-04-18 Lifting fixture for installing reinforcing steel bars Active CN219906699U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320872087.6U CN219906699U (en) 2023-04-18 2023-04-18 Lifting fixture for installing reinforcing steel bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320872087.6U CN219906699U (en) 2023-04-18 2023-04-18 Lifting fixture for installing reinforcing steel bars

Publications (1)

Publication Number Publication Date
CN219906699U true CN219906699U (en) 2023-10-27

Family

ID=88431945

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320872087.6U Active CN219906699U (en) 2023-04-18 2023-04-18 Lifting fixture for installing reinforcing steel bars

Country Status (1)

Country Link
CN (1) CN219906699U (en)

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TR01 Transfer of patent right

Effective date of registration: 20250314

Address after: 210000 No. 396 Binjiang Avenue, Jiangbei new area, Nanjing, Jiangsu

Patentee after: East China Construction Co., Ltd. of CCCC Second Highway Engineering Co.,Ltd.

Country or region after: China

Address before: 710119 No.29, No.1 Enterprise Park, West Avenue, high tech Zone, Xi'an City, Shaanxi Province

Patentee before: CCCC-SHEC SECOND ENGINEERING Co.,Ltd.

Country or region before: China