CN220223206U - Shoulder pole beam structure for hoisting steel structure - Google Patents
Shoulder pole beam structure for hoisting steel structure Download PDFInfo
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- CN220223206U CN220223206U CN202322177446.9U CN202322177446U CN220223206U CN 220223206 U CN220223206 U CN 220223206U CN 202322177446 U CN202322177446 U CN 202322177446U CN 220223206 U CN220223206 U CN 220223206U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 238000012986 modification Methods 0.000 description 2
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- 230000007812 deficiency Effects 0.000 description 1
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Abstract
Description
技术领域Technical field
本实用新型涉及吊装工程领域,尤其包括一种用于钢结构吊装的扁担梁结构。The utility model relates to the field of hoisting engineering, and particularly includes a pole beam structure used for hoisting steel structures.
背景技术Background technique
扁担梁又称为平衡梁吊具,它使用简便,能承受由于倾斜吊装所产生的水平分力,可改善吊耳的受力情况,减小设备在起重吊装时所承受的压力,使设备不会出现变形。扁担梁在吊装过程中对构件不必始终需保持水平或者垂直状态,可直接采用吊机安装。The shoulder pole beam is also called a balance beam spreader. It is easy to use and can withstand the horizontal component force generated by tilted lifting. It can improve the stress of the lifting lugs, reduce the pressure on the equipment during lifting, and make the equipment more comfortable. No deformation will occur. During the hoisting process, the components of the pole beam do not always need to be kept horizontal or vertical, and can be directly installed using a crane.
采用现有的吊装扁担梁对钢结构建筑的钢构件进行吊装时,由于其接触面的距离无法调节,对不同长度的钢构件进行吊装时存在一定的局限性,扁担梁在平衡梁的位置,其挂钩的位置无法调整,对钢构件进行固定吊装时,无法对钢构件不同位置进行固定吊装,并且对于不同规格大小的钢构件,其固定吊装时不方便,进而影响到钢构件吊装扁担梁的实用性。When using the existing lifting pole beam to hoist steel components of a steel structure building, since the distance between the contact surfaces cannot be adjusted, there are certain limitations when hoisting steel components of different lengths. The pole beam is in the position of the balance beam. The position of the hook cannot be adjusted. When the steel components are fixed and hoisted, the steel components cannot be fixed and hoisted at different positions. Moreover, for steel components of different specifications and sizes, it is inconvenient to fix and hoist, which in turn affects the performance of the steel component hoisting pole beam. Practicality.
因此,亟需一种新的用于钢结构吊装的扁担梁结构,以克服上述问题。Therefore, a new pole beam structure for steel structure hoisting is urgently needed to overcome the above problems.
实用新型内容Utility model content
本实用新型的目的是克服现有技术中的不足,一种用于钢结构吊装的扁担梁结构。The purpose of this utility model is to overcome the deficiencies in the prior art and provide a pole beam structure for hoisting steel structures.
这种用于钢结构吊装的扁担梁结构,包括:平衡梁,平衡梁上焊接连接有吊装本体,吊装本体两侧的平衡梁上连接有两个可滑动吊钩,可滑动吊钩通过吊钩固定器固定在平衡梁上;可滑动吊钩底部挂有吊装杆件;This pole beam structure for steel structure hoisting includes: a balance beam, a hoisting body is welded and connected to the balance beam, and two sliding hooks are connected to the balance beams on both sides of the hoisting body. The sliding hooks pass through the hooks. The holder is fixed on the balance beam; the bottom of the sliding hook is hung with a lifting rod;
吊装杆件底部设有钢构件固定支架,两侧的吊装杆件上的钢构件固定支架之间设有横撑构件,横撑构件包括横撑标准节,横撑标准节之间通过横撑连接件相互连接。There is a steel component fixing bracket at the bottom of the lifting rod, and a cross brace component is provided between the steel component fixing brackets on the lifting rods on both sides. The cross brace component includes cross brace standard sections, and the cross brace standard sections are connected by cross braces. pieces are connected to each other.
作为优选,平衡梁上设有刻度,且刻度的零刻度线设于平衡梁中点,吊装本体两侧的平衡梁为丝杆,两个可滑动吊钩对称地在平衡梁两侧移动。Preferably, the balance beam is provided with a scale, and the zero scale line of the scale is located at the midpoint of the balance beam. The balance beams on both sides of the hoisting body are screw rods, and the two sliding hooks move symmetrically on both sides of the balance beam.
作为优选,吊装杆件呈等腰三角形结构,吊装杆件的顶角上开设有连接孔,吊装杆件通过连接孔和可滑动吊钩连接。Preferably, the lifting rod has an isosceles triangle structure, a connecting hole is provided on the top corner of the lifting rod, and the lifting rod is connected to the slidable hook through the connecting hole.
作为优选,横撑标准节的端部尺寸小于横撑标准节中段尺寸,横撑连接件为环状构件,相邻两道横撑标准节的端部插在横撑连接件内连接成一个整体。Preferably, the end size of the standard section of the cross brace is smaller than the middle size of the standard section of the cross brace. The cross brace connector is an annular member. The ends of two adjacent standard sections of the cross brace are inserted into the cross brace connector to connect them as a whole. .
作为优选,两个吊装杆件底部对称地设有数个钢构件固定支架。Preferably, several steel component fixing brackets are symmetrically provided at the bottom of the two lifting rods.
作为优选,吊装本体上开设有数个吊装孔,吊装设备连接扁担梁结构时,吊装设备的吊钩穿过吊装本体上的吊装孔。Preferably, the hoisting body is provided with several hoisting holes. When the hoisting equipment is connected to the pole beam structure, the hook of the hoisting equipment passes through the hoisting holes on the hoisting body.
本实用新型的有益效果是:The beneficial effects of this utility model are:
1)本实用新型设置了有刻度的平衡梁,平衡梁上设置了可滑动吊钩用于连接吊装杆件,增强了该结构的适用性,可以吊装不同长度的钢构件,并能够使得平衡梁的两端受力基本集中在平衡梁的中点,提高平衡梁的寿命。1) This utility model is equipped with a graduated balance beam, and a sliding hook is provided on the balance beam for connecting lifting rods, which enhances the applicability of the structure, can hoist steel members of different lengths, and enables the balance beam to be lifted The stress at both ends is basically concentrated at the midpoint of the balance beam, which improves the life of the balance beam.
2)本实用新型在吊装杆件底部设置用于钢结构吊装的多个钢构件固定支架,可以一次实现多根钢构件的起吊。2) This utility model is provided with multiple steel component fixing brackets for hoisting steel structures at the bottom of the hoisting rods, which can lift multiple steel components at one time.
3)本实用新型设置了钢构件固定支架,可以防止钢构件在吊装过程中发生移动。3) The utility model is equipped with a steel component fixing bracket, which can prevent the steel component from moving during the hoisting process.
附图说明Description of the drawings
图1为新型扁担梁结构正视图。Figure 1 is the front view of the new pole beam structure.
附图标记说明:吊装本体1、平衡梁2、吊装孔3、可滑动吊钩4、吊钩固定器5、吊装杆件6、钢构件固定支架7、横撑构件8、横撑标准节9、横撑连接件10。Explanation of reference signs: hoisting body 1, balance beam 2, hoisting hole 3, sliding hook 4, hook holder 5, hoisting rod 6, steel component fixed bracket 7, cross brace member 8, cross brace standard section 9 , transverse support connector 10.
具体实施方式Detailed ways
下面结合实施例对本实用新型做进一步描述。下述实施例的说明只是用于帮助理解本实用新型。应当指出,对于本技术领域的普通人员来说,在不脱离本实用新型原理的前提下,还可以对本实用新型进行若干修饰,这些改进和修饰也落入本实用新型权利要求的保护范围内。The utility model will be further described below in conjunction with the embodiments. The description of the following embodiments is only used to help understand the present invention. It should be pointed out that for ordinary people in the art, several modifications can be made to the present utility model without departing from the principle of the present utility model, and these improvements and modifications also fall within the protection scope of the claims of the present utility model.
作为一种实施例,如图1所示,这种用于钢结构吊装的扁担梁结构,包括:平衡梁2,平衡梁2上焊接连接有吊装本体1,作为该结构的主要承重构件,吊装本体1上开设有数个吊装孔3,吊装设备连接扁担梁结构时,吊装设备的吊钩穿过吊装本体1上的吊装孔3,即可将钢构件起吊。As an embodiment, as shown in Figure 1, this kind of pole beam structure for steel structure hoisting includes: a balance beam 2. A hoisting body 1 is welded and connected to the balance beam 2 as the main load-bearing component of the structure. There are several lifting holes 3 on the body 1. When the lifting equipment is connected to the pole beam structure, the hook of the lifting equipment passes through the lifting holes 3 on the lifting body 1 to lift the steel component.
吊装本体1两侧的平衡梁2为丝杆,两个可滑动吊钩4转动着对称地在平衡梁2两侧移动,平衡梁2上设有刻度,且刻度的零刻度线设于平衡梁2中点,便于两个可滑动吊钩4对称地在零刻度线的两侧移动,使平衡梁2的两端受力基本集中在平衡梁2的中点,提高平衡梁的寿命。可滑动吊钩4通过吊钩固定器5固定在平衡梁2上。The balance beams 2 on both sides of the hoisting body 1 are screw rods, and the two sliding hooks 4 rotate and move symmetrically on both sides of the balance beam 2. The balance beam 2 is provided with a scale, and the zero scale line of the scale is located on the balance beam. 2 midpoint, it is convenient for the two sliding hooks 4 to move symmetrically on both sides of the zero scale line, so that the stress on both ends of the balance beam 2 is basically concentrated at the midpoint of the balance beam 2, thereby improving the life of the balance beam. The slidable hook 4 is fixed on the balance beam 2 through the hook holder 5 .
可滑动吊钩4底部挂有吊装杆件6;吊装杆件6呈等腰三角形结构,吊装杆件6的顶角上开设有连接孔,吊装杆件6通过连接孔和可滑动吊钩4连接。The lifting rod 6 is hung at the bottom of the sliding hook 4; the lifting rod 6 has an isosceles triangle structure, and a connecting hole is provided on the top corner of the lifting rod 6; the lifting rod 6 is connected to the sliding hook 4 through the connecting hole .
两个吊装杆件6底部对称地设有两个钢构件固定支架7,所述的钢构件固定支架7的数量可以按照要吊装钢构件的个数进行调节,钢构件固定支架7的大小可以根据钢构件的横截面进行调节。Two steel component fixing brackets 7 are symmetrically provided at the bottom of the two lifting rods 6. The number of the steel component fixing brackets 7 can be adjusted according to the number of steel components to be hoisted. The size of the steel component fixing brackets 7 can be adjusted according to The cross section of the steel member is adjusted.
两侧的吊装杆件6上的钢构件固定支架7之间设有横撑构件8,横撑构件8由数段横撑标准节9连接形成,用来控制两个吊装杆件6的距离,增强了该结构的适用性,可以吊装不同长度的钢构件;横撑标准节9之间通过横撑连接件10相互连接。当所需吊装结构较长时,可以增加横撑标准节9的个数,增大接触面积。There is a horizontal brace member 8 between the steel member fixing brackets 7 on the lifting rods 6 on both sides. The horizontal brace member 8 is formed by connecting several horizontal brace standard sections 9 to control the distance between the two lifting rods 6. The applicability of the structure is enhanced, and steel members of different lengths can be hoisted; the standard sections 9 of the cross braces are connected to each other through the cross brace connectors 10. When the required hoisting structure is long, the number of standard sections 9 of the cross brace can be increased to increase the contact area.
具体为,横撑标准节9的端部尺寸略小于横撑标准节9中段尺寸,横撑连接件10为环状构件,相邻两道横撑标准节9的端部插在横撑连接件10内连接成一个整体。Specifically, the end size of the cross brace standard section 9 is slightly smaller than the middle section size of the cross brace standard section 9, the cross brace connector 10 is an annular member, and the ends of two adjacent cross brace standard sections 9 are inserted into the cross brace connector. 10 are connected into a whole.
Claims (6)
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CN202322177446.9U CN220223206U (en) | 2023-08-14 | 2023-08-14 | Shoulder pole beam structure for hoisting steel structure |
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CN202322177446.9U CN220223206U (en) | 2023-08-14 | 2023-08-14 | Shoulder pole beam structure for hoisting steel structure |
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