CN221742061U - Large span and heavy steel beams support the mobile device - Google Patents
Large span and heavy steel beams support the mobile device Download PDFInfo
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- 238000009435 building construction Methods 0.000 abstract description 2
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Abstract
Description
技术领域Technical Field
本实用新型涉及建筑施工设备技术领域,尤其涉及一种大跨度超重钢梁支撑移动装置。The utility model relates to the technical field of building construction equipment, in particular to a large-span and super-heavy steel beam supporting and moving device.
背景技术Background Art
近年来,大跨度设计在建筑结构中的应用越来越广泛。在建筑结构的施工过程中常采用钢结构作为主要的受力构件,例如采光井、屋面钢结构等,由于跨度较大,钢梁等钢构件的尺寸大,自重大,钢构件在施工现场的移动运输困难。In recent years, the application of long-span design in building structures has become more and more widespread. In the construction process of building structures, steel structures are often used as the main load-bearing components, such as light wells and roof steel structures. Due to the large span, the size of steel components such as steel beams is large, and the weight is heavy, the movement and transportation of steel components on the construction site are difficult.
中国实用新型专利CN212861517U公开了一种用于施工现场的钢构件运输装置,包括承重框结构、承重板及多个滚轮组件,承重框结构包括承重框以及设于承重框的框口内的支撑组件,承重板设于承重框结构的上端,且至少部分设于承重框上,将待运输钢构件放置于承重板的上端面,多个滚轮组件布设于支撑组件的下端。该运输装置存在以下不足之处:Chinese utility model patent CN212861517U discloses a steel component transport device for construction sites, including a load-bearing frame structure, a load-bearing plate and a plurality of roller assemblies, wherein the load-bearing frame structure includes a load-bearing frame and a support assembly disposed in a frame opening of the load-bearing frame, the load-bearing plate is disposed at the upper end of the load-bearing frame structure, and at least partially disposed on the load-bearing frame, the steel component to be transported is placed on the upper end surface of the load-bearing plate, and a plurality of roller assemblies are arranged at the lower end of the support assembly. The transport device has the following shortcomings:
1、通过滚轮移动钢结构,由于施工现场环境复杂,地面不平整,且钢构件的重量大,容易导致滚轮在运输过程中受力不均或受到撞击而损坏,影响运输效率和安全性。1. When moving steel structures by rollers, due to the complex construction site environment, uneven ground, and heavy weight of steel components, the rollers are easily damaged by uneven force or impact during transportation, affecting transportation efficiency and safety.
2、由于大跨度结构的钢构件长度较大,承重框结构的尺寸也需要相应较大,运输装置的体积和质量大、成本高、周转不便。2. Since the steel components of the large-span structure are relatively long, the size of the load-bearing frame structure also needs to be correspondingly large, the volume and mass of the transportation device are large, the cost is high, and the turnover is inconvenient.
3、由于承重框结构为平面结构,不利于对钢构件的侧向保护,在运输过程中一旦受到横向震动,容易导致钢构件移位甚至坠落,安全隐患大。3. Since the load-bearing frame structure is a planar structure, it is not conducive to the lateral protection of steel components. Once it is subjected to lateral vibration during transportation, it is easy to cause the steel components to shift or even fall, posing a great safety hazard.
因此,需要提供一种大跨度超重钢梁支撑移动装置,能够解决现有技术中滚轮容易损坏、运输装置体积和质量大、钢构件容易侧向坠落的问题。Therefore, it is necessary to provide a large-span, super-heavy steel beam supporting mobile device, which can solve the problems in the prior art that the rollers are easily damaged, the transport device is large in size and mass, and the steel components are prone to lateral falling.
发明内容Summary of the invention
本实用新型的目的在于提供一种大跨度超重钢梁支撑移动装置,能够解决现有技术中滚轮容易损坏、运输装置体积和质量大、钢构件容易侧向坠落的问题。The utility model aims to provide a large-span and super-heavy steel beam supporting mobile device, which can solve the problems in the prior art that rollers are easily damaged, the volume and mass of the transport device are large, and the steel components are easy to fall sideways.
本实用新型是这样实现的:The utility model is achieved in this way:
一种大跨度超重钢梁支撑移动装置,包括至少一对由底部架体、侧向保护架体、滑移组件和地坦克组成的移动构件;一对地坦克对称安装在底部架体的底面两端,一对侧向保护架体对称安装在底部架体的顶部,一对侧向保护架体和底部架体之间形成用于置放大跨度超重钢梁端部的U形限位空间;滑移组件设置在U形限位空间,大跨度超重钢梁的端部搁置在滑移组件上,使大跨度超重钢梁的两端分别通过滑移组件可移动式贯穿一对移动构件的U形限位空间。A large-span and super-heavy steel beam supporting and moving device comprises at least one pair of moving components consisting of a bottom frame, a lateral protection frame, a sliding assembly and a ground tank; a pair of ground tanks are symmetrically installed at both ends of the bottom surface of the bottom frame, a pair of lateral protection frames are symmetrically installed on the top of the bottom frame, and a U-shaped limiting space for placing the end of the large-span and super-heavy steel beam is formed between the pair of lateral protection frames and the bottom frame; the sliding assembly is arranged in the U-shaped limiting space, and the end of the large-span and super-heavy steel beam is placed on the sliding assembly, so that the two ends of the large-span and super-heavy steel beam can be movably passed through the U-shaped limiting space of the pair of moving components through the sliding assembly respectively.
所述的底部架体为水平直杆结构或水平框架结构,且底部架体的宽度不小于一对侧向保护架体的宽度与大跨度超重钢梁的宽度之和。The bottom frame is a horizontal straight rod structure or a horizontal frame structure, and the width of the bottom frame is not less than the sum of the width of a pair of lateral protection frames and the width of the large-span super-heavy steel beam.
每组所述的侧向保护架体均包括竖向保护杆和斜向支撑杆,竖向保护杆垂直设置在底部架体上,一对侧向保护架体的竖向保护杆与底部架体之间形成U形限位空间;斜向支撑杆斜向设置在竖向保护杆与底部架体之间且位于U形限位空间的外侧。Each group of lateral protection frames includes a vertical protection rod and an oblique support rod. The vertical protection rod is vertically arranged on the bottom frame, and a U-shaped limiting space is formed between the vertical protection rods of a pair of lateral protection frames and the bottom frame; the oblique support rod is obliquely arranged between the vertical protection rod and the bottom frame and is located on the outside of the U-shaped limiting space.
所述的一对侧向保护架体的竖向保护杆与底部架体之间分别对称安装一对滑移组件,一对滑移组件等高设置在大跨度超重钢梁的端部下方。A pair of sliding assemblies are symmetrically installed between the vertical protection rods of the pair of lateral protection frames and the bottom frame, and the pair of sliding assemblies are arranged at the same height below the end of the large-span super-heavy steel beam.
每组所述的滑移组件均包括滑轮架和滑轮;滑轮架呈倒L形结构,滑轮架的一端通过安装板固定连接在竖向保护杆的内侧面上,滑轮架的另一端固定连接在底部架体上;滑轮可转动式安装在滑轮架的水平段上。Each group of sliding assemblies includes a pulley frame and a pulley; the pulley frame is an inverted L-shaped structure, one end of the pulley frame is fixedly connected to the inner side of the vertical protection rod through a mounting plate, and the other end of the pulley frame is fixedly connected to the bottom frame; the pulley is rotatably mounted on the horizontal section of the pulley frame.
所述的滑轮的表面包裹有缓冲圈,滑轮通过缓冲圈与大跨度超重钢梁的端部可滚动式接触。The surface of the pulley is wrapped with a buffer ring, and the pulley is in rolling contact with the end of the large-span super-heavy steel beam through the buffer ring.
所述的底部架体的底面上设有榫结构,地坦克的顶部设有卯结构,卯结构与榫结构匹配插接并通过螺栓加固,使地坦克安装在底部架体的底面上。A tenon structure is provided on the bottom surface of the bottom frame, and a mortise structure is provided on the top of the floor tank. The mortise structure and the tenon structure are matched and plugged in and reinforced by bolts, so that the floor tank is installed on the bottom surface of the bottom frame.
本实用新型与现有技术相比,具有以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:
1、本实用新型由于设有地坦克,地坦克与地面的接触面积大,运行过程中稳定性高,且通过榫卯结构和螺栓安装固定,保证了地坦克在施工现场的复杂环境中能够安全的运行,减少颠簸、地面起伏对大跨度超重钢梁的影响,从而保证大跨度超重钢梁的运输安全性,不会损伤大跨度超重钢梁,有利于提高钢结构的施工效率,尤其适用于采光井、屋面等大跨度钢结构材料的移动运输。1. The utility model is provided with a ground tank, which has a large contact area with the ground and high stability during operation. It is fixed by mortise and tenon structure and bolts, which ensures that the ground tank can operate safely in the complex environment of the construction site, reduces the impact of bumps and ground undulations on large-span and extra-heavy steel beams, thereby ensuring the transportation safety of large-span and extra-heavy steel beams, will not damage the large-span and extra-heavy steel beams, is conducive to improving the construction efficiency of steel structures, and is particularly suitable for the mobile transportation of large-span steel structure materials such as light wells and roofs.
2、本实用新型由于设有移动构件,采用相互独立的至少两组移动构件对大跨度超重钢梁提供承托,既能保证大跨度超重钢梁的稳定设置和运输,相比现有技术中一体式的大体积运输装置,具有体积小、质量轻、易于周转使用等优点。2. The utility model is provided with movable components, which adopt at least two groups of independent movable components to provide support for the large-span and super-heavy steel beams, so as to ensure the stable setting and transportation of the large-span and super-heavy steel beams. Compared with the integrated large-volume transportation device in the prior art, it has the advantages of small size, light weight, and easy turnover.
3、本实用新型底部架体和侧向保护架体,一对侧向保护架体与底部架体形成U形限位空间,用于置放大跨度超重钢梁,底部架体保证大跨度超重钢梁的底部稳定承托,一对侧向保护架体保证大跨度超重钢梁的侧向限位,防止大跨度超重钢梁移动过程中在外力影响下发生侧移甚至坠落的情况。3. The utility model comprises a bottom frame and a lateral protection frame, a pair of lateral protection frames and the bottom frame to form a U-shaped limiting space for placing large-span and super-heavy steel beams. The bottom frame ensures stable support of the bottom of the large-span and super-heavy steel beams, and a pair of lateral protection frames ensures lateral limitation of the large-span and super-heavy steel beams to prevent lateral displacement or even falling of the large-span and super-heavy steel beams under the influence of external forces during movement.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本实用新型大跨度超重钢梁支撑移动装置的主视图;FIG1 is a front view of a large-span, super-heavy steel beam supporting mobile device of the utility model;
图2是本实用新型大跨度超重钢梁支撑移动装置中滑移组件的结构示意图;FIG2 is a schematic diagram of the structure of the sliding assembly in the large-span and super-heavy steel beam support moving device of the utility model;
图3是本实用新型大跨度超重钢梁支撑移动装置中底部架体与地坦克的连接示意图。FIG3 is a schematic diagram showing the connection between the bottom frame and the ground tank in the large-span and super-heavy steel beam supporting mobile device of the present invention.
图中,1底部架体,101榫结构,2侧向保护架体,201竖向保护杆,202斜向支撑杆,3滑移组件,301滑轮架,302滑轮,303安装板,304缓冲圈,4地坦克,401卯结构。In the figure, 1 is a bottom frame, 101 is a tenon structure, 2 is a lateral protection frame, 201 is a vertical protection rod, 202 is an oblique support rod, 3 is a sliding assembly, 301 is a pulley frame, 302 is a pulley, 303 is a mounting plate, 304 is a buffer ring, 4 is a ground tank, and 401 is a mortise structure.
具体实施方式DETAILED DESCRIPTION
下面结合附图和具体实施例对本实用新型作进一步说明。The utility model is further described below in conjunction with the accompanying drawings and specific embodiments.
请参见附图1,一种大跨度超重钢梁支撑移动装置,包括至少一对由底部架体1、侧向保护架体2、滑移组件3和地坦克4组成的移动构件;一对地坦克4对称安装在底部架体1的底面两端,一对侧向保护架体2对称安装在底部架体1的顶部,一对侧向保护架体2和底部架体1之间形成用于置放大跨度超重钢梁端部的U形限位空间;滑移组件3设置在U形限位空间,大跨度超重钢梁的端部搁置在滑移组件3上,使大跨度超重钢梁的两端分别通过滑移组件3可移动式贯穿一对移动构件的U形限位空间。Please refer to Figure 1, a large-span and super-heavy steel beam supporting and moving device includes at least a pair of moving components consisting of a bottom frame 1, a lateral protection frame 2, a sliding assembly 3 and a ground tank 4; a pair of ground tanks 4 are symmetrically installed at both ends of the bottom surface of the bottom frame 1, a pair of lateral protection frames 2 are symmetrically installed on the top of the bottom frame 1, and a U-shaped limiting space for placing the end of the large-span and super-heavy steel beam is formed between the pair of lateral protection frames 2 and the bottom frame 1; the sliding assembly 3 is arranged in the U-shaped limiting space, and the end of the large-span and super-heavy steel beam is placed on the sliding assembly 3, so that the two ends of the large-span and super-heavy steel beam can be movably passed through the U-shaped limiting space of a pair of moving components through the sliding assembly 3 respectively.
至少一对移动构件相互独立,移动构件采用钢结构制成,结构强度高,承载能力强,从而能够在为大跨度超重钢梁提供可靠的承托的同时,减小移动装置的体积和重量,增减使用灵活,便于在施工现场的周转使用。At least one pair of moving components are independent of each other. The moving components are made of steel structure with high structural strength and strong bearing capacity. Thus, they can provide reliable support for large-span and extra-heavy steel beams while reducing the volume and weight of the moving device. They are flexible to increase or decrease and are easy to use on the construction site.
通过地坦克4的设置,使移动构件能够在施工现场更加稳定、安全的运行,不易受到颠簸等外力的影响,且能实现360°全方位移动,移动灵活性高,能够满足大跨度超重钢梁的高效、安全运输需求。地坦克4的数量可根据实际移动运输需求适应性增加。The installation of the ground tank 4 enables the mobile components to operate more stably and safely at the construction site, is not easily affected by external forces such as bumps, and can achieve 360° full-scale movement with high mobility, which can meet the needs of efficient and safe transportation of large-span and overweight steel beams. The number of ground tanks 4 can be increased according to the actual mobile transportation needs.
通过一对侧向保护架体2的设置,能在大跨度超重钢梁的端部两侧提供防护,有效防止大跨度超重钢梁侧移甚至坠落,提高大跨度超重钢梁的运输安全性。By setting up a pair of lateral protection frames 2, protection can be provided on both sides of the ends of the large-span and super-heavy steel beams, effectively preventing the large-span and super-heavy steel beams from shifting sideways or even falling, thereby improving the transportation safety of the large-span and super-heavy steel beams.
请参见附图1,所述的底部架体1为水平直杆结构或水平框架结构,且底部架体1的宽度不小于一对侧向保护架体2的宽度与大跨度超重钢梁的宽度之和。Please refer to Figure 1, the bottom frame 1 is a horizontal straight rod structure or a horizontal frame structure, and the width of the bottom frame 1 is not less than the sum of the width of a pair of lateral protection frames 2 and the width of the large-span super-heavy steel beam.
优选的,底部架体1可采用规格为80*80mm的方钢管制成,切割成所需的长度,或由四根方钢管首尾焊接形成矩形的水平框架结构,用于承载大跨度超重钢梁的重量。Preferably, the bottom frame 1 can be made of square steel pipes with a specification of 80*80 mm, cut into the required length, or welded end to end by four square steel pipes to form a rectangular horizontal frame structure for bearing the weight of large-span and extra-heavy steel beams.
请参见附图1,每组所述的侧向保护架体2均包括竖向保护杆201和斜向支撑杆202,竖向保护杆201垂直设置在底部架体1上,一对侧向保护架体2的竖向保护杆201与底部架体1之间形成U形限位空间;斜向支撑杆202斜向设置在竖向保护杆201与底部架体1之间且位于U形限位空间的外侧。Please refer to Figure 1. Each group of lateral protection frames 2 includes a vertical protection rod 201 and an oblique support rod 202. The vertical protection rod 201 is vertically arranged on the bottom frame 1, and a U-shaped limiting space is formed between the vertical protection rod 201 of a pair of lateral protection frames 2 and the bottom frame 1; the oblique support rod 202 is obliquely arranged between the vertical protection rod 201 and the bottom frame 1 and is located on the outside of the U-shaped limiting space.
优选的,竖向保护杆201可采用规格为60*60mm的方钢管制成,竖向保护杆201的高度可根据大跨度超重钢梁的高度适应性调整。斜向支撑杆202可采用规格为40*40mm的方钢管制成,斜向支撑杆202的斜向支撑角度优选为45°,使底部架体1、竖向保护杆201和斜向支撑杆202通过满焊连接形成等腰直角三角形,结构强度高,侧向保护效果好。Preferably, the vertical protection rod 201 can be made of a square steel tube with a specification of 60*60mm, and the height of the vertical protection rod 201 can be adjusted according to the height adaptability of the large-span super-heavy steel beam. The oblique support rod 202 can be made of a square steel tube with a specification of 40*40mm, and the oblique support angle of the oblique support rod 202 is preferably 45°, so that the bottom frame 1, the vertical protection rod 201 and the oblique support rod 202 are connected by full welding to form an isosceles right triangle, with high structural strength and good lateral protection effect.
请参见附图1,所述的一对侧向保护架体2的竖向保护杆201与底部架体1之间分别对称安装一对滑移组件3,一对滑移组件3等高设置在大跨度超重钢梁的端部下方。Please refer to Figure 1, a pair of sliding assemblies 3 are symmetrically installed between the vertical protection rods 201 of the pair of lateral protection frames 2 and the bottom frame 1, and the pair of sliding assemblies 3 are arranged at the same height below the end of the large-span super-heavy steel beam.
一对滑移组件3对称设置,受力均匀、稳定,能够对大跨度超重钢梁的端部提供稳定的支撑,且移动大跨度超重钢梁时具有较高的平衡性和安全性。A pair of sliding components 3 are symmetrically arranged, and the force is evenly and stably applied, so that they can provide stable support for the ends of the large-span and super-heavy steel beams, and have high balance and safety when moving the large-span and super-heavy steel beams.
请参见附图1和附图2,每组所述的滑移组件3均包括滑轮架301和滑轮302;滑轮架301呈倒L形结构,滑轮架301的一端通过安装板303固定连接在竖向保护杆201的内侧面上,滑轮架301的另一端固定连接在底部架体1上;滑轮302通过轮轴承可转动式安装在滑轮架301的水平段上。Please refer to Figures 1 and 2. Each group of sliding components 3 includes a pulley frame 301 and a pulley 302; the pulley frame 301 is an inverted L-shaped structure, one end of the pulley frame 301 is fixedly connected to the inner side of the vertical protection rod 201 through a mounting plate 303, and the other end of the pulley frame 301 is fixedly connected to the bottom frame 1; the pulley 302 is rotatably mounted on the horizontal section of the pulley frame 301 through a wheel bearing.
用滚轮302的轮轴可作为滑轮架301的水平段,三角形支架可作为滑轮架301的竖直段,用于安装并支撑滑轮302。滑轮架301可采用钢材料制成并焊接在底部架体1和竖向保护杆201上,整体性和承载性强,能够承托大跨度超重钢梁。The axle of the roller 302 can be used as the horizontal section of the pulley frame 301, and the triangular bracket can be used as the vertical section of the pulley frame 301, which is used to install and support the pulley 302. The pulley frame 301 can be made of steel material and welded to the bottom frame 1 and the vertical protection rod 201. It has strong integrity and bearing capacity and can support large-span and super-heavy steel beams.
请参见附图2,所述的滑轮302的表面包裹有缓冲圈304,滑轮302通过缓冲圈304与大跨度超重钢梁的端部可滚动式接触。Please refer to FIG. 2 , the surface of the pulley 302 is wrapped with a buffer ring 304 , and the pulley 302 can rollably contact the end of the large-span super-heavy steel beam through the buffer ring 304 .
优选的,缓冲圈304可采用橡胶材质制成,可起到防滑、缓冲震动的作用,保护大跨度超重钢梁的端部在U形限位空间内的稳定设置及其相对移动构件的顺畅移动。Preferably, the buffer ring 304 can be made of rubber material, which can play the role of anti-skid and vibration buffering, and protect the stable setting of the end of the large-span and super-heavy steel beam in the U-shaped limiting space and its smooth movement relative to the moving component.
请参见附图3,所述的底部架体1的底面上设有榫结构101,地坦克4的顶部设有卯结构401,卯结构401与榫结构101匹配插接并通过螺栓加固,使地坦克4安装在底部架体1的底面上。Please refer to Figure 3. A tenon structure 101 is provided on the bottom surface of the bottom frame 1, and a mortise structure 401 is provided on the top of the floor tank 4. The mortise structure 401 is matched with the tenon structure 101 and is reinforced by bolts, so that the floor tank 4 is installed on the bottom surface of the bottom frame 1.
通过榫卯结构的设置,使地坦克4安装在底部架体1的底部,并通过螺栓加固,使地坦克4安装稳定性高,地坦克4更能够在施工现场的复杂环境中安全运行,提高整个移动构件的移动稳定性,从而安全、稳定、高效的运输大跨度超重钢梁。By setting the mortise and tenon structure, the ground tank 4 is installed at the bottom of the bottom frame 1 and reinforced by bolts, so that the installation stability of the ground tank 4 is high. The ground tank 4 can operate safely in the complex environment of the construction site, and the movement stability of the entire mobile component is improved, thereby safely, stably and efficiently transporting large-span and extra-heavy steel beams.
请参见附图1至附图3,本实用新型的使用方法是:Please refer to Figures 1 to 3, the method of using the utility model is:
将两个移动构件分别设置在大跨度超重钢梁的两端下方,也可根据大跨度超重钢梁的长度增加移动构件的数量,使大跨度超重钢梁置于两个移动构件的U形限位空间内,通过两端的移动构件为大跨度超重钢梁提供稳定的支撑。通过地坦克4的设置,两个移动构件底部的四个地坦克4同步运行,从而通过两个移动构件带动大跨度超重钢梁沿指定的方向移动,实现大跨度超重钢梁的运输。Two moving components are respectively arranged under the two ends of the large-span super-heavy steel beam, and the number of moving components can also be increased according to the length of the large-span super-heavy steel beam, so that the large-span super-heavy steel beam is placed in the U-shaped limiting space of the two moving components, and the moving components at both ends provide stable support for the large-span super-heavy steel beam. Through the arrangement of the ground tank 4, the four ground tanks 4 at the bottom of the two moving components operate synchronously, so that the large-span super-heavy steel beam is driven to move in a specified direction through the two moving components, thereby realizing the transportation of the large-span super-heavy steel beam.
地坦克4通过坦克链增大与地面的接触面积,相比现有技术的滚轮具有更高的运行稳定性和安全性。地坦克4为常用的搬运辅助部件,此处不再对地坦克4的结构及其工作原理进行赘述。The ground tank 4 increases the contact area with the ground through the tank chain, and has higher running stability and safety than the roller of the prior art. The ground tank 4 is a commonly used transport auxiliary component, and the structure and working principle of the ground tank 4 are not described here.
在移动过程中,大跨度超重钢梁的两端与缓冲圈304接触,利用大跨度超重钢梁的自重使大跨度超重钢梁与滑轮302之间具有较高的相对稳定性,从而使大跨度超重钢梁跟随两个移动构件同步移动。移动过程中保证低速、匀速,减少加速、减速对大跨度超重钢梁稳定设置的影响。During the movement, both ends of the large-span and heavy-duty steel beam are in contact with the buffer ring 304, and the self-weight of the large-span and heavy-duty steel beam is used to make the large-span and heavy-duty steel beam and the pulley 302 have a high relative stability, so that the large-span and heavy-duty steel beam moves synchronously with the two moving components. During the movement, a low speed and a uniform speed are ensured to reduce the influence of acceleration and deceleration on the stable setting of the large-span and heavy-duty steel beam.
移动到位后,通过起重设备或人力对大跨度超重钢梁施加轴向力,由于滑轮302可通过轮轴承转动,在轴向力的作用下,能使大跨度超重钢梁平移出U形限位空间,从而将大跨度超重钢梁卸出移动构件,即可进行大跨度超重钢梁的吊装等作业,操作省力。After moving into position, an axial force is applied to the large-span and extra-heavy steel beam through lifting equipment or manpower. Since the pulley 302 can rotate through the wheel bearing, the large-span and extra-heavy steel beam can be translated out of the U-shaped limit space under the action of the axial force, thereby unloading the large-span and extra-heavy steel beam from the moving component, and operations such as hoisting of the large-span and extra-heavy steel beam can be carried out, which saves effort.
以上仅为本实用新型的较佳实施例而已,并非用于限定本实用新型的保护范围,因此,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 are only preferred embodiments of the present invention and are not intended to limit the protection scope of the present invention. Therefore, any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
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