CN110203856A - A kind of hydraulic device of pair of supporting frame with steel structure unloading - Google Patents

A kind of hydraulic device of pair of supporting frame with steel structure unloading Download PDF

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Publication number
CN110203856A
CN110203856A CN201910027122.2A CN201910027122A CN110203856A CN 110203856 A CN110203856 A CN 110203856A CN 201910027122 A CN201910027122 A CN 201910027122A CN 110203856 A CN110203856 A CN 110203856A
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unloading
steel structure
hydraulic device
hydraulic
corbel
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丁杰
曾勇
胡岚
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Hunan Jin Haigang Construction Co Ltd
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Hunan Jin Haigang Construction Co Ltd
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/02—Shores or struts; Chocks non-telescopic

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明涉及液压装置技术领域,具体为一种对钢结构支撑架卸载的液压装置,液压装置包括:横梁、纵梁、液压千斤顶、牛腿、调节板、顶撑、三角加劲板和加劲板,横梁上端铺设至少三根纵梁;且纵梁上端中间安装顶撑,并且上下两部分顶撑之间铺垫至少五块调节板。当顶部有荷载的时候,将顶部的荷载传输到纵梁,然后荷载会通过纵梁传递至横梁,使得有足够的作业空间,保证了支撑卸载的稳定性和安全性,从而可以根据现场需要或结构设计要求同时对多个支撑架进行同步卸载,以控制主体结构的下挠变形,解决了在大跨度钢结构高空拼装完成后,难以对其临时支撑体系进行平稳卸载的问题。

The invention relates to the technical field of hydraulic devices, in particular to a hydraulic device for unloading a steel structure support frame. The hydraulic device includes: a beam, a longitudinal beam, a hydraulic jack, a corbel, an adjusting plate, a top brace, a triangular stiffening plate and a stiffening plate, At least three longitudinal beams are laid on the upper end of the beam; and a support is installed in the middle of the upper end of the longitudinal beam, and at least five adjustment plates are laid between the upper and lower parts of the support. When there is a load on the top, the load on the top is transmitted to the longitudinal beam, and then the load will be transmitted to the beam through the longitudinal beam, so that there is enough work space to ensure the stability and safety of the support unloading, so that it can be used according to the needs of the site or The structural design requires simultaneous unloading of multiple support frames to control the downward deflection of the main structure, which solves the problem that it is difficult to unload the temporary support system smoothly after the high-altitude assembly of the long-span steel structure is completed.

Description

一种对钢结构支撑架卸载的液压装置A hydraulic device for unloading steel structure support frame

技术领域technical field

本发明涉及液压装置技术领域,具体为一种对钢结构支撑架卸载的液压装置。The invention relates to the technical field of hydraulic devices, in particular to a hydraulic device for unloading a steel structure support frame.

背景技术Background technique

随着我国国民经济的迅速发展,城市建设发展也日益迅速,人民生活水平不断提升,在此基础上,人们对建筑提出了更高的要求,不仅要求满足基本的生活、工作、居住等功能,还更加注重建筑的外观、造型以及与周围环境的相容性,为了满足多方面的要求,建筑结构越加复杂,随着建筑形式越来越多样,高空大跨度钢结构也越来越普及。With the rapid development of my country's national economy, the development of urban construction is also increasing rapidly, and people's living standards are constantly improving. On this basis, people have put forward higher requirements for buildings, not only to meet the basic functions of life, work, and residence. It also pays more attention to the appearance, shape and compatibility with the surrounding environment of the building. In order to meet various requirements, the building structure becomes more and more complex. As the building forms become more and more diverse, high-altitude and long-span steel structures are becoming more and more popular.

随着各类大跨度钢结构建筑的不断涌现,各种各样的安装工艺和工法也随之发展起来,由于施工场地受限的原因,目前采用最多的是搭设临时支撑架,高空组装的方法,此方法在大跨度钢结构达到设计要求的强度后需要将临时支撑架拆除,拆除后大跨度钢结构的受力会产生根本的变化,由支撑受力转换为结构自身受力,因此在支撑架拆除前必须进行卸载,通过适当的卸载装置同步控制结构变形,使变形与应力变化平缓,保证支撑与结构的安全。With the continuous emergence of various large-span steel structure buildings, various installation techniques and construction methods have also developed. Due to the limited construction site, the most commonly used method is to erect temporary support frames and assemble at high altitude. , this method needs to remove the temporary support frame after the long-span steel structure reaches the strength required by the design. The frame must be unloaded before dismantling, and the structural deformation is controlled synchronously through an appropriate unloading device, so that the deformation and stress change are gentle, and the safety of the support and structure is guaranteed.

发明内容Contents of the invention

(一)解决的技术问题(1) Solved technical problems

针对现有技术的不足,本发明提供了一种对钢结构支撑架卸载的液压装置,具备在大跨度钢结构高空拼装完成后,对其临时支撑体系进行平稳的卸载等优点,解决了在大跨度钢结构高空拼装完成后,难以对其临时支撑体系进行平稳卸载的问题。Aiming at the deficiencies of the prior art, the present invention provides a hydraulic device for unloading the steel structure support frame, which has the advantages of smoothly unloading the temporary support system after the high-altitude assembly of the large-span steel structure is completed, and solves the problem of unloading the large-span steel structure. After the high-altitude assembly of the span steel structure is completed, it is difficult to unload the temporary support system smoothly.

(二)技术方案(2) Technical solutions

为实现上述在大跨度钢结构高空拼装完成后对其临时支撑体系进行平稳的卸载等目的,本发明提供如下技术方案:一种对钢结构支撑架卸载的液压装置,所述液压装置包括:横梁、纵梁、液压千斤顶、牛腿、调节板、顶撑、三角加劲板和加劲板,所述横梁上端铺设至少三根纵梁;且纵梁上端中间安装顶撑,并且上下两部分所述顶撑之间铺垫至少五块调节板;上半部分所述顶撑左右两端均焊接牛腿和三角加劲板,且三角加劲板位于所述牛腿上端与所述牛腿焊接,左右两侧的所述牛腿下端且位于所述横梁上端设置两个液压千斤顶,且液压千斤顶正上方的牛腿腹板处焊接加劲板。In order to achieve the above-mentioned purposes of unloading the temporary support system of the long-span steel structure after the high-altitude assembly is completed, the present invention provides the following technical solution: a hydraulic device for unloading the steel structure support frame, the hydraulic device includes: a beam , longitudinal beams, hydraulic jacks, corbels, adjusting plates, top bracing, triangular stiffening plates and stiffening plates, at least three longitudinal beams are laid on the upper end of the beam; There are at least five adjustment plates between them; the left and right ends of the top brace in the upper part are welded with corbels and triangular stiffeners, and the triangular stiffeners are located at the upper end of the corbels and welded with the corbels, and the left and right sides Two hydraulic jacks are arranged at the lower end of the corbel and at the upper end of the beam, and a stiffening plate is welded at the web of the corbel directly above the hydraulic jack.

进一步优点,所述横梁共有两根,且所述横梁放置于支撑体系的立柱上,并且所述横梁采用工字钢。As a further advantage, there are two beams in total, and the beams are placed on the columns of the support system, and the beams are made of I-beams.

进一步优点,所述纵梁采用联拼工字钢。As a further advantage, the longitudinal girder adopts combined I-beams.

进一步优点,所述顶撑分为上下两部分。As a further advantage, the top support is divided into upper and lower parts.

进一步优点,所述顶撑上半部分、所述牛腿、所述三角加劲板和所述加劲板在工厂制作成整体。A further advantage is that the upper half of the top brace, the corbel, the triangular stiffener and the stiffener are manufactured in a factory as a whole.

进一步优点,所述牛腿采用工字钢。As a further advantage, the corbel is made of I-beam.

(三)有益效果(3) Beneficial effects

与现有技术相比,本发明提供了一种对钢结构支撑架卸载的液压装置,具备以下有益效果:Compared with the prior art, the present invention provides a hydraulic device for unloading the steel structure support frame, which has the following beneficial effects:

1、该种对钢结构支撑架卸载的液压装置,当顶部有荷载的时候,将顶部的荷载传输到纵梁,然后荷载会通过纵梁传递至横梁,使得有足够的作业空间,保证了支撑卸载的稳定性和安全性,从而可以根据现场需要或结构设计要求同时对多个支撑架进行同步卸载,以控制主体结构的下挠变形;1. This kind of hydraulic device for unloading the steel structure support frame, when there is a load on the top, transmits the load on the top to the longitudinal beam, and then the load will be transmitted to the cross beam through the longitudinal beam, so that there is enough work space to ensure the support The stability and safety of unloading, so that multiple support frames can be unloaded simultaneously according to site needs or structural design requirements, so as to control the downward deflection deformation of the main structure;

2、通过顶撑之间的调节板,可以在将调节板一块一块的从顶撑之间抽出时,保证能按预定下的下降释放量进行每一级的卸载,避免了需要进行现场火焰切割施工,导致构件面漆损伤过大的弊端和需要大量短立柱及焊接操作人员,导致高资源投入的弊端,从而实现了卸载效率与资源消耗、环境保护等的和谐关系,力求材料消耗少,可循环多次使用,体现“低碳”及绿色施工的理念;2. Through the adjustment plate between the top supports, when the adjustment plates are pulled out one by one from between the top supports, it can be guaranteed that each level can be unloaded according to the predetermined drop release amount, avoiding the need for on-site flame cutting Construction, resulting in the disadvantages of excessive damage to the surface paint of components and the need for a large number of short columns and welding operators, resulting in the disadvantages of high resource investment, so as to achieve a harmonious relationship between unloading efficiency, resource consumption, and environmental protection, and strive for less material consumption. Recycled and used many times, embodying the concept of "low carbon" and green construction;

3、通过液压千斤顶使顶撑与调节板之间脱离后,使得能够分散顶部荷载,此外在顶升和回降过程中,同步控制两台液压千斤顶的液压强度、顶升高度及回油速度等,以保证结构的稳定性,从而通过人工控制液压强度、回油速度等实现卸载过程的良好同步性,而通过牛腿作为液压千斤顶顶升作业的传力结构时,可以利用加劲板,降低牛腿的局部变形,然后通过三角加劲板可以增加整体刚度。3. After the top support and the adjustment plate are separated by the hydraulic jack, the top load can be dispersed. In addition, during the jacking and falling process, the hydraulic strength, jacking height and oil return speed of the two hydraulic jacks are synchronously controlled. , to ensure the stability of the structure, so as to achieve good synchronization in the unloading process by manually controlling the hydraulic pressure, oil return speed, etc., and when the corbel is used as the force transmission structure of the hydraulic jack lifting operation, the stiffening plate can be used to reduce cattle Local deformation of the legs, followed by triangular stiffeners can increase the overall stiffness.

附图说明Description of drawings

图1为本发明结构整体示意图;Fig. 1 is the overall schematic diagram of structure of the present invention;

图2为本发明结构整体正视示意图;Fig. 2 is the schematic diagram of the overall front view of the structure of the present invention;

图3为本发明结构整体侧视示意图。Fig. 3 is a schematic side view of the overall structure of the present invention.

图中:1-横梁;2-纵梁;3-液压千斤顶;4-牛腿;5-调节板;6-顶撑;7-三角加劲板;8-加劲板。In the figure: 1-beam; 2-longitudinal beam; 3-hydraulic jack; 4-corbel; 5-adjusting plate;

具体实施方式Detailed ways

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对照附图说明本发明的具体实施方式。显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些 附图获得其他的附图,并获得其他的实施方式。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the specific implementation manners of the present invention will be described below with reference to the accompanying drawings. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention, and those skilled in the art can obtain other accompanying drawings based on these drawings and obtain other implementations.

在实施例一中,如图1-3所示,本实施公开一种对钢结构支撑架卸载的液压装置,所述液压装置包括:横梁1、纵梁2、液压千斤顶3、牛腿4、调节板5、顶撑6、三角加劲板7和加劲板8,所述横梁1上端铺设至少三根纵梁2,通过横梁1和纵梁2,由于横梁1共有两根,且横梁1放置于支撑体系的立柱上,而且横梁1采用工字钢,并且纵梁2采用联拼工字钢,使得当顶部有荷载的时候,将顶部的荷载传输到纵梁2,然后荷载会通过纵梁2传递至横梁1,使得有足够的作业空间,保证了支撑卸载的稳定性和安全性,从而可以根据现场需要或结构设计要求同时对多个支撑架进行同步卸载,以控制主体结构的下挠变形;In Embodiment 1, as shown in Figures 1-3, this implementation discloses a hydraulic device for unloading a steel structure support frame. The hydraulic device includes: a beam 1, a longitudinal beam 2, a hydraulic jack 3, a corbel 4, Adjusting plate 5, top support 6, triangular stiffening plate 7 and stiffening plate 8, at least three longitudinal beams 2 are laid on the upper end of the crossbeam 1, through the crossbeam 1 and the longitudinal beam 2, because there are two crossbeams 1, and the crossbeam 1 is placed on the support On the column of the system, and the beam 1 is made of I-beam, and the longitudinal beam 2 is made of combined I-beam, so that when there is a load on the top, the load on the top is transmitted to the longitudinal beam 2, and then the load will be transmitted through the longitudinal beam 2 To the beam 1, there is enough work space to ensure the stability and safety of support unloading, so that multiple support frames can be unloaded simultaneously according to site needs or structural design requirements, so as to control the downward deflection deformation of the main structure;

在实施例二中,如图1-3所示,在实施例一的基础上,纵梁2上端中间安装顶撑6,且顶撑6分为上下两部分,并且上下两部分所述顶撑6之间铺垫至少五块调节板5,通过顶撑6之间的调节板5,可以在将调节板5一块一块的从顶撑6之间抽出时,保证能按预定下的下降释放量进行每一级的卸载,避免了需要进行现场火焰切割施工,导致构件面漆损伤过大的弊端和需要大量短立柱及焊接操作人员,导致高资源投入的弊端,从而实现了卸载效率与资源消耗、环境保护等的和谐关系,力求材料消耗少,可循环多次使用,体现“低碳”及绿色施工的理念;In the second embodiment, as shown in Figures 1-3, on the basis of the first embodiment, a top brace 6 is installed in the middle of the upper end of the longitudinal beam 2, and the top brace 6 is divided into upper and lower parts, and the upper and lower parts of the top brace 6. Pave at least five adjustment plates 5 between the top supports 6. Through the adjustment plates 5 between the top supports 6, when the adjustment plates 5 are pulled out from between the top supports 6 one by one, it is guaranteed to be able to perform according to the predetermined drop release amount. The unloading of each level avoids the need for on-site flame cutting construction, resulting in excessive damage to the component finish and the need for a large number of short columns and welding operators, resulting in high resource investment, thus achieving unloading efficiency and resource consumption. Harmonious relationship with environmental protection, etc., strive for less material consumption, can be recycled for many times, reflecting the concept of "low carbon" and green construction;

在实施例三中,如图1-3所示,在实施例一或二的基础上,上半部分所述顶撑6左右两端均焊接牛腿4和三角加劲板7,且三角加劲板7位于所述牛腿4上端与所述牛腿4焊接,左右两侧的所述牛腿4下端且位于所述横梁1上端设置两个液压千斤顶3,且液压千斤顶3正上方的牛腿4腹板处焊接加劲板8,因为顶撑6上半部分、牛腿4、三角加劲板7和加劲板8在工厂制作成整体,且牛腿4采用工字钢,所以通过液压千斤顶3使顶撑6与调节板5之间脱离后,使得能够分散顶部荷载,此外在顶升和回降过程中,同步控制两台液压千斤顶3的液压强度、顶升高度及回油速度等,以保证结构的稳定性,从而通过人工控制液压强度、回油速度等实现卸载过程的良好同步性,而通过牛腿4作为液压千斤顶3顶升作业的传力结构时,可以利用加劲板8,降低牛腿4的局部变形,然后通过三角加劲板7可以增加整体刚度。In embodiment three, as shown in Figure 1-3, on the basis of embodiment one or two, the left and right ends of the top brace 6 in the upper half are welded with corbels 4 and triangular stiffeners 7, and the triangular stiffeners 7. The upper end of the corbel 4 is welded with the corbel 4, and the lower ends of the corbel 4 on the left and right sides and the upper end of the beam 1 are provided with two hydraulic jacks 3, and the corbel 4 directly above the hydraulic jack 3 The stiffener 8 is welded at the web, because the upper part of the top brace 6, the corbel 4, the triangular stiffener 7 and the stiffener 8 are made into a whole in the factory, and the corbel 4 is made of I-beam, so the hydraulic jack 3 is used to make the top After the support 6 is separated from the adjusting plate 5, the top load can be dispersed. In addition, during the lifting and lowering process, the hydraulic strength, jacking height and oil return speed of the two hydraulic jacks 3 are synchronously controlled to ensure the structure The stability of the unloading process can be achieved by manually controlling the hydraulic pressure, oil return speed, etc., and when the corbel 4 is used as the force transmission structure for the lifting operation of the hydraulic jack 3, the stiffening plate 8 can be used to reduce the corbel. 4, and then through the triangular stiffener 7 can increase the overall stiffness.

工作原理:在支撑架体系卸载时,首先通过液压千斤顶3同步顶升牛腿4约5mm,使顶撑6与调节板5之间脱离,上部荷载通过液压千斤顶3传递至纵梁2,然后抽出一块调节板5,同步控制液压千斤顶3回降,待液压千斤顶3退出支撑受力状态后检查上部主体结构的焊缝、应力变化等是否正常,若检查的各项指标正常可按上述步骤进行后续卸载,依次抽出调节板5直至上部主体结构与支撑体系完全脱离,在支撑架释放过程中,液压千斤顶3下降的同步性与每级的释放量是保证安全释放的重要环节,为保证同步性,地面设立一个总指挥,每个胎架上又设立副指挥,总指挥主要负责每级释放的发号施令以及监测数据的汇总,副指挥主要监看液压千斤顶3工作状况,为控制每级释放量,事先在液压千斤顶3上标定刻度,下沉量以液压千斤顶3的绝对缩短量控制,而非结构的下沉量。Working principle: When the support frame system is unloaded, the corbel 4 is firstly lifted synchronously by the hydraulic jack 3 by about 5mm, so that the support 6 and the adjustment plate 5 are separated, and the upper load is transmitted to the longitudinal beam 2 through the hydraulic jack 3, and then pulled out An adjustment plate 5 synchronously controls the hydraulic jack 3 to fall back. After the hydraulic jack 3 exits the supporting force state, check whether the welding seams and stress changes of the upper main structure are normal. If the inspection indicators are normal, the follow-up can be carried out according to the above steps Unloading, pull out the adjustment plate 5 in sequence until the upper main structure is completely separated from the support system. During the release process of the support frame, the synchronization of the hydraulic jack 3's descent and the release amount of each level are important links to ensure safe release. To ensure synchronization, A commander-in-chief is set up on the ground, and a deputy commander is set up on each tire frame. The commander-in-chief is mainly responsible for issuing orders for each level of release and summarizing monitoring data. The deputy commander is mainly responsible for monitoring the working conditions of hydraulic jacks 3. The scale is calibrated on the hydraulic jack 3, and the sinking amount is controlled by the absolute shortening amount of the hydraulic jack 3, rather than the sinking amount of the structure.

上述实施例中运用的:1-横梁;2-纵梁;3-液压千斤顶;4-牛腿;5-调节板;6-顶撑;7-三角加劲板;8-加劲板均可通过市场购买或私人定制获得。Used in the above-mentioned embodiment: 1-beam; 2-longitudinal beam; 3-hydraulic jack; 4-corbel; 5-adjusting plate; Purchased or custom-made.

其中液压千斤顶的型号为DYG50-100。The model of the hydraulic jack is DYG50-100.

应当说明的是,上述实施例均可根据需要自由组合。以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。It should be noted that the above embodiments can be freely combined as required. The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.

Claims (6)

1.一种对钢结构支撑架卸载的液压装置,其特征在于,所述液压装置包括:1. A kind of hydraulic device unloading to steel structure support frame, it is characterized in that, described hydraulic device comprises: 横梁(1)、纵梁(2)、液压千斤顶(3)、牛腿(4)、调节板(5)、顶撑(6)、三角加劲板(7)和加劲板(8),所述横梁(1)上端铺设至少三根纵梁(2);且纵梁(2)上端中间安装顶撑(6),并且上下两部分所述顶撑(6)之间铺垫至少五块调节板(5);上半部分所述顶撑(6)左右两端均焊接牛腿(4)和三角加劲板(7),且三角加劲板(7)位于所述牛腿(4)上端与所述牛腿(4)焊接,左右两侧的所述牛腿(4)下端且位于所述横梁(1)上端设置两个液压千斤顶(3),且液压千斤顶(3)正上方的牛腿(4)腹板处焊接加劲板(8)。Beam (1), longitudinal beam (2), hydraulic jack (3), corbel (4), adjusting plate (5), top brace (6), triangular stiffening plate (7) and stiffening plate (8), the At least three longitudinal beams (2) are laid on the upper end of the beam (1); and a top support (6) is installed in the middle of the upper end of the longitudinal beam (2), and at least five adjustment plates (5) are laid between the top support (6) in the upper and lower parts ); the left and right ends of the top brace (6) in the upper part are welded with corbels (4) and triangular stiffeners (7), and the triangular stiffeners (7) are located at the upper end of the corbel (4) and the The legs (4) are welded, the lower ends of the corbels (4) on the left and right sides and the upper ends of the beam (1) are provided with two hydraulic jacks (3), and the corbels (4) directly above the hydraulic jacks (3) The stiffener (8) is welded at the web. 2.根据权利要求1所述的一种对钢结构支撑架卸载的液压装置,其特征在于:所述横梁(1)共有两根,且所述横梁(1)放置于支撑体系的立柱上,并且所述横梁(1)采用工字钢。2. A hydraulic device for unloading a steel structure support frame according to claim 1, characterized in that: there are two beams (1) in total, and the beams (1) are placed on the columns of the support system, And the beam (1) adopts I-beam. 3.根据权利要求1所述的一种对钢结构支撑架卸载的液压装置,其特征在于:所述纵梁(2)采用联拼工字钢。3. A hydraulic device for unloading a steel structure support frame according to claim 1, characterized in that: the longitudinal beam (2) is made of combined I-beam. 4.根据权利要求1所述的一种对钢结构支撑架卸载的液压装置,其特征在于:所述顶撑(6)分为上下两部分。4. A hydraulic device for unloading a steel structure support frame according to claim 1, characterized in that: the top support (6) is divided into upper and lower parts. 5.根据权利要求1所述的一种对钢结构支撑架卸载的液压装置,其特征在于:所述顶撑(6)上半部分、所述牛腿(4)、所述三角加劲板(7)和所述加劲板(8)在工厂制作成整体。5. A hydraulic device for unloading a steel structure support frame according to claim 1, characterized in that: the upper half of the top brace (6), the corbel (4), the triangular stiffener ( 7) and the stiffening plate (8) are manufactured in a factory as a whole. 6.根据权利要求1所述的一种对钢结构支撑架卸载的液压装置,其特征在于:所述牛腿(4)采用工字钢。6. A hydraulic device for unloading a steel structure support frame according to claim 1, characterized in that: said corbel (4) is made of I-beam.
CN201910027122.2A 2019-01-11 2019-01-11 A kind of hydraulic device of pair of supporting frame with steel structure unloading Pending CN110203856A (en)

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Application publication date: 20190906