CN218643813U - Platform support fixing device and construction system for construction of containment steel lining of nuclear power station - Google Patents

Platform support fixing device and construction system for construction of containment steel lining of nuclear power station Download PDF

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CN218643813U
CN218643813U CN202222386865.9U CN202222386865U CN218643813U CN 218643813 U CN218643813 U CN 218643813U CN 202222386865 U CN202222386865 U CN 202222386865U CN 218643813 U CN218643813 U CN 218643813U
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steel lining
fixing device
support
nuclear power
bracket fixing
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毕凌云
刘建军
金成虎
赵俊阳
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Huaneng Shandong Shidaobay Nuclear Power Co Ltd
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Huaneng Shandong Shidaobay Nuclear Power Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

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Abstract

本实用新型提供一种核电站安全壳钢衬里施工用平台支架固定装置及施工系统,所述支架固定装置包括固定件、支撑架以及支撑垫;所述固定件的第一端穿过所述支撑垫并用于固接于钢衬里;所述支撑架与所述支撑垫背离所述固定件第一端的一侧固接。通过所设置的固定件、支撑架以及支撑垫,可以节省搭设工作量,且制作简单、操作方便。所述施工系统包括钢衬里、施工平台以及多个所述支架固定装置;各所述支架固定装置中的所述固定件的第一端固接于所述钢衬里,所述施工平台搭设于各所述支架固定装置的支撑架。所述施工系统搭设便捷,可以节省工作量且对钢衬里本体质量影响小。

Figure 202222386865

The utility model provides a platform bracket fixing device and a construction system for the construction of the containment steel lining of a nuclear power plant. The bracket fixing device includes a fixing part, a supporting frame and a supporting pad; the first end of the fixing part passes through the supporting pad. And it is used to be fixed to the steel lining; the support frame is fixed to the side of the support pad away from the first end of the fixing member. Through the provided fixing parts, support frames and support pads, the erection workload can be saved, and the manufacture is simple and the operation is convenient. The construction system includes a steel lining, a construction platform, and a plurality of bracket fixing devices; the first end of the fixing piece in each bracket fixing device is affixed to the steel lining, and the construction platform is erected on each The support frame of the bracket fixing device. The construction system is convenient to set up, can save workload and has little impact on the quality of the steel lining body.

Figure 202222386865

Description

核电站安全壳钢衬里施工用平台支架固定装置及施工系统Platform bracket fixing device and construction system for steel lining construction of nuclear power plant containment

技术领域technical field

本实用新型属于支架固定装置技术领域,具体涉及一种核电站安全壳钢衬里施工用平台支架固定装置及施工系统。The utility model belongs to the technical field of bracket fixing devices, in particular to a platform bracket fixing device and a construction system for nuclear power plant containment steel lining construction.

背景技术Background technique

核电站安全壳钢衬里在施工建设过程中,为了加快施工进度,通常采用模块化施工,即每两段拼装成一个圆形筒体后吊装安装。这需要在高度近10m的高空施工,因此必须在钢衬里内外侧搭设一圈环形的钢平台。以往采用脚手架搭设平台或者采用在钢衬里内侧焊接三角形支撑来搭设平台;采用脚手架搭设平台时,搭设脚手架工作量大,工期长;采用在钢衬里内侧焊接三角形支撑来搭设平台时,则需对上下两个接触点与钢衬里本体进行焊接,影响钢衬里本体质量,且拆卸不方便。In the construction process of nuclear power plant containment steel lining, in order to speed up the construction progress, modular construction is usually adopted, that is, every two sections are assembled into a circular cylinder and then hoisted and installed. This requires construction at a height of nearly 10m, so a ring-shaped steel platform must be built on the inside and outside of the steel lining. In the past, scaffolding was used to build the platform or the platform was built by welding triangular supports on the inner side of the steel lining; The two contact points are welded to the steel lining body, which affects the quality of the steel lining body and is inconvenient to disassemble.

实用新型内容Utility model content

本实用新型旨在至少解决现有技术中存在的技术问题之一,提供一种核电站安全壳钢衬里施工用平台支架固定装置及施工系统。The utility model aims to solve at least one of the technical problems existing in the prior art, and provides a platform bracket fixing device and a construction system for the construction of the containment steel lining of a nuclear power plant.

本实用新型的一个方面,提供一种核电站安全壳钢衬里施工用平台支架固定装置,所述支架固定装置包括固定件、支撑架以及支撑垫;One aspect of the present utility model provides a platform bracket fixing device for the steel lining construction of the nuclear power plant containment, the bracket fixing device includes a fixing piece, a support frame and a support pad;

所述固定件的第一端穿过所述支撑垫并用于固接于钢衬里;The first end of the fixing member passes through the support pad and is used to be fixed to the steel lining;

所述支撑架与所述支撑垫背离所述固定件第一端的一侧固接。The support frame is fixedly connected to a side of the support pad away from the first end of the fixing member.

可选的,所述支撑架包括水平支撑杆和倾斜支撑杆,所述支撑垫包括第一支撑垫和第二支撑垫;Optionally, the support frame includes a horizontal support bar and an inclined support bar, and the support pad includes a first support pad and a second support pad;

所述第一支撑垫与所述第二支撑垫相对间隔设置,所述第一支撑垫设置有贯穿其厚度的安装孔,所述安装孔穿设有所述固定件,所述第一支撑垫与所述水平支撑杆的第一端固接,所述第二支撑垫与所述倾斜支撑杆的第一端固接,所述倾斜支撑杆的第二端与所述水平支撑杆的第二端固接。The first support pad and the second support pad are arranged at intervals relative to each other, the first support pad is provided with a mounting hole through its thickness, the mounting hole is pierced with the fixing member, and the first support pad It is affixed to the first end of the horizontal support bar, the second support pad is affixed to the first end of the inclined support bar, and the second end of the inclined support bar is connected to the second end of the horizontal support bar. fixed end.

可选的,所述支撑架还包括竖向支撑杆;Optionally, the support frame also includes a vertical support rod;

所述竖向支撑杆跨接于所述水平支撑杆和所述倾斜支撑杆。The vertical support rod bridges the horizontal support rod and the inclined support rod.

可选的,所述倾斜支撑杆与所述水平支撑杆之间的夹角范围为40°~50°。Optionally, the included angle between the inclined support rod and the horizontal support rod ranges from 40° to 50°.

可选的,所述安装孔位于所述水平支撑杆上方。Optionally, the installation hole is located above the horizontal support rod.

可选的,所述支架固定装置还包括阻挡件,所述固定件的第二端设置有贯穿其厚度的固定孔;Optionally, the bracket fixing device further includes a blocking member, and the second end of the fixing member is provided with a fixing hole through its thickness;

所述阻挡件穿设于所述固定孔,以将所述支撑架和所述支撑垫固定于所述固定块。The blocking member passes through the fixing hole to fix the support frame and the support pad to the fixing block.

可选的,所述阻挡件包括第一阻挡部和第二阻挡部;Optionally, the blocking member includes a first blocking portion and a second blocking portion;

所述第一阻挡部穿设于所述固定孔,所述第二阻挡部搭接在所述固定件上方,且所述第二阻挡部在所述固定孔上的正投影落在所述固定孔外侧。The first blocking portion passes through the fixing hole, the second blocking portion overlaps the fixing member, and the orthographic projection of the second blocking portion on the fixing hole falls on the fixing hole. outside the hole.

本实用新型的另一个方面,提供一种核电站安全壳钢衬里施工系统,包括钢衬里、施工平台以及多个如前文记载的所述的支架固定装置;Another aspect of the present utility model provides a nuclear power plant containment steel lining construction system, including a steel lining, a construction platform, and a plurality of bracket fixing devices as described above;

各所述支架固定装置中的所述固定件的第一端固接于所述钢衬里,所述施工平台搭设于各所述支架固定装置的支撑架。The first end of the fixing piece in each bracket fixing device is fixedly connected to the steel lining, and the construction platform is erected on the support frame of each bracket fixing device.

可选的,多个所述支架固定装置沿所述钢衬里的周向间隔设置。Optionally, a plurality of bracket fixing devices are arranged at intervals along the circumference of the steel lining.

本实用新型实施例的核电站安全壳钢衬里施工用平台支架固定装置,通过所设置的固定件、支撑架以及支撑垫,可以节省搭设工作量,且制作简单、操作方便。本实用新型实施例的核电站安全壳钢衬里施工系统搭设便捷,可以节省工作量且对钢衬里本体质量影响小。The platform bracket fixing device for nuclear power plant containment steel lining construction of the embodiment of the utility model can save the installation workload through the set fixing parts, support frame and support pad, and is simple to manufacture and easy to operate. The nuclear power plant containment steel lining construction system of the embodiment of the utility model is convenient to set up, can save workload and has little impact on the quality of the steel lining body.

附图说明Description of drawings

图1为本实用新型一实施例的一种核电站安全壳钢衬里施工用平台支架固定装置的结构示意图;Fig. 1 is a structural schematic diagram of a platform bracket fixing device for a nuclear power plant containment steel lining construction according to an embodiment of the present invention;

图2为本实用新型另一实施例的一种核电站安全壳钢衬里施工用平台支架固定装置的固定件及阻挡件的配合示意图;Fig. 2 is another embodiment of the utility model of a nuclear power plant containment steel lining construction platform bracket fixing device for the cooperation schematic diagram of the fixing parts and blocking parts;

图3为本实用新型另一实施例的一种核电站安全壳钢衬里施工系统的结构示意图。Fig. 3 is a structural schematic diagram of a nuclear power plant containment steel lining construction system according to another embodiment of the present invention.

具体实施方式Detailed ways

为使本领域技术人员更好地理解本实用新型的技术方案,下面结合附图和具体实施方式对本实用新型作进一步详细描述。In order to enable those skilled in the art to better understand the technical solution of the utility model, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

如图1所示,一种核电站安全壳钢衬里施工用平台支架固定装置100,所述支架固定装置100包括固定件110、支撑架120以及支撑垫130。所述固定件110的第一端穿过所述支撑垫130并用于固接于钢衬里。所述支撑架120与所述支撑垫130背离所述固定件110第一端的一侧固接。As shown in FIG. 1 , a platform bracket fixing device 100 for the construction of the containment steel lining of a nuclear power plant, the bracket fixing device 100 includes a fixing part 110 , a support frame 120 and a support pad 130 . The first end of the fixing member 110 passes through the support pad 130 and is used for being fixed to the steel lining. The support frame 120 is fixedly connected to a side of the support pad 130 away from the first end of the fixing member 110 .

具体地,固定件110的第一端穿过支撑垫130并固接在钢衬里,支撑架130与支撑垫130背离固定件110第一端的一侧固接。需要说明的是,上文所述的固接可以采用焊接方式来完成,当然,也可以采用焊接以外的其他固定方式来完成固接,本实施例对此并不作具体限制。钢平台可以搭设在固定完成的支撑架120上,以提供作业面。作为一个示例,如图1所示,固定件110的型号规格可以设置为高×宽×长为50mm×50mm×40mm的Q265HR钢板,支撑垫130的规格可以设置为高×宽×厚为100mm×100mm×6mm。Specifically, the first end of the fixing member 110 passes through the supporting pad 130 and is affixed to the steel lining, and the supporting frame 130 is affixed to the side of the supporting pad 130 away from the first end of the fixing member 110 . It should be noted that the above-mentioned fastening can be accomplished by welding, and of course, other fastening methods other than welding can also be used to complete the fastening, which is not specifically limited in this embodiment. The steel platform can be erected on the fixed support frame 120 to provide a working surface. As an example, as shown in Figure 1, the model specification of the fixing part 110 can be set as a Q265HR steel plate with a height × width × length of 50mm × 50mm × 40mm, and the specification of the support pad 130 can be set as a height × width × thickness of 100mm × 100mm×6mm.

本实施例的核电站安全壳钢衬里施工用平台支架固定装置,通过在钢衬里固接一穿过支撑垫的固定件,并将支撑架固接在支撑垫背离固定件第一端的一侧,使得钢平台能够搭设在支撑架上。如此设置的核电站安全壳钢衬里施工用平台支架固定装置,可以节省搭设工作量,且结构简单、制作便捷,安装及拆卸也更为方便,对钢衬里本体质量影响更小。The platform bracket fixing device for the construction of the nuclear power plant containment steel lining in this embodiment is fixed to the steel lining with a fixing piece that passes through the support pad, and the support frame is fixed to the side of the support pad that is away from the first end of the fixing piece. The steel platform can be erected on the supporting frame. The platform bracket fixing device for the construction of the steel lining of the containment of the nuclear power plant can save the workload of erection, has a simple structure, is convenient to manufacture, is more convenient to install and disassemble, and has less impact on the quality of the steel lining body.

优选的,如图1所示,所述支撑架120包括水平支撑杆121和倾斜支撑杆122,所述支撑垫130包括第一支撑垫131和第二支撑垫132。所述第一支撑垫131与所述第二支撑垫132相对间隔设置,所述第一支撑垫131设置有贯穿其厚度的安装孔,所述安装孔穿设有所述固定件110,所述第一支撑垫131与所述水平支撑杆121的第一端固接。所述第二支撑垫132与所述倾斜支撑杆122的第一端固接,所述倾斜支撑杆122的第二端与所述水平支撑杆121的第二端固接。Preferably, as shown in FIG. 1 , the support frame 120 includes a horizontal support bar 121 and an inclined support bar 122 , and the support pad 130 includes a first support pad 131 and a second support pad 132 . The first support pad 131 and the second support pad 132 are arranged at intervals relative to each other, the first support pad 131 is provided with a mounting hole through its thickness, and the mounting hole is pierced with the fixing member 110 , the The first support pad 131 is fixedly connected to the first end of the horizontal support rod 121 . The second support pad 132 is fixedly connected to the first end of the inclined support rod 122 , and the second end of the inclined support rod 122 is fixedly connected to the second end of the horizontal support rod 121 .

具体地,如图1所示,第一支撑垫131和第二支撑垫132相对间隔设置,并且第一支撑垫131和第二支撑垫132分别与水平支撑杆121的第一端和倾斜支撑杆122的第一端固接,水平支撑杆121的第二端则与倾斜支撑杆122的第二端固接。在第一支撑垫131设置有贯穿其厚度的安装孔,固定件110的第一端穿过安装孔并固接在钢衬里。钢平台可以搭设在固定完成的支撑架120的水平支撑杆121上。作为一个示例,如图1所示,水平支撑杆121和倾斜支撑杆122均可采用高×宽×厚为100mm×48mm×5.3mm的规格型号的槽钢,并且水平支撑杆121的长度可设置为1.6m。第一支撑垫131设置的安装孔可为高×宽为52mm×52mm的通孔。Specifically, as shown in Figure 1, the first support pad 131 and the second support pad 132 are relatively spaced apart, and the first support pad 131 and the second support pad 132 are connected to the first end of the horizontal support bar 121 and the inclined support bar respectively. The first end of 122 is fixedly connected, and the second end of the horizontal support rod 121 is fixedly connected with the second end of the inclined support rod 122 . An installation hole runs through the thickness of the first support pad 131 , and the first end of the fixing member 110 passes through the installation hole and is fixed on the steel lining. The steel platform can be erected on the horizontal support bar 121 of the fixed supporting frame 120 . As an example, as shown in Figure 1, both the horizontal support bar 121 and the inclined support bar 122 can adopt the channel steel of the specifications and models whose height * width * thickness is 100mm * 48mm * 5.3mm, and the length of the horizontal support bar 121 can be set It is 1.6m. The installation hole provided on the first support pad 131 may be a through hole with a height×width of 52mm×52mm.

更优选的,如图1所示,所述支撑架120还包括竖向支撑杆123。所述竖向支撑杆123跨接于所述水平支撑杆121和所述倾斜支撑杆122。作为一个示例,如图1所示,竖向支撑杆122可采用高×宽×厚为100mm×48mm×5.3mm的规格型号的槽钢。通过设置竖向支撑杆,使得支撑架具有更为稳定的三角形结构,支撑架整体可以承受更大的压力而不致变形损坏。More preferably, as shown in FIG. 1 , the support frame 120 further includes a vertical support rod 123 . The vertical support bar 123 bridges the horizontal support bar 121 and the inclined support bar 122 . As an example, as shown in FIG. 1 , the vertical support bar 122 can be a channel steel with a specification of 100mm×48mm×5.3mm in height×width×thickness. By arranging the vertical support rods, the support frame has a more stable triangular structure, and the support frame as a whole can bear greater pressure without being deformed and damaged.

本实施例的核电站安全壳钢衬里施工用平台支架固定装置,通过所设置的水平支撑杆、倾斜支撑杆、第一支撑垫、第二支撑垫和竖向支撑杆,使得该支架固定装置安装和拆卸更为便捷,结构更加简单、稳定,对钢衬里本体质量影响更小。The platform bracket fixing device for the construction of the containment steel lining of the nuclear power plant in this embodiment, through the horizontal support bar, the inclined support bar, the first support pad, the second support pad and the vertical support bar, the bracket fixing device is installed and The disassembly is more convenient, the structure is simpler and more stable, and the impact on the quality of the steel lining body is smaller.

更为优选的,所述倾斜支撑杆122与所述水平支撑杆121之间的夹角范围为40°~50°。作为一个示例,如图1所示,可以设置倾斜支撑杆122与水平支撑杆121之间的夹角为45°,此时的支架固定装置具有更好的稳固性。More preferably, the included angle between the inclined support bar 122 and the horizontal support bar 121 ranges from 40° to 50°. As an example, as shown in FIG. 1 , the angle between the inclined support rod 122 and the horizontal support rod 121 can be set to be 45°, and the bracket fixing device at this time has better stability.

更为优选的,如图1所示,所述安装孔位于所述水平支撑杆121上方。如此设置的安装孔,可以方便固定、拆卸等后续操作。More preferably, as shown in FIG. 1 , the installation hole is located above the horizontal support rod 121 . The mounting holes provided in this way can facilitate follow-up operations such as fixing and dismounting.

示例性地,如图2所示,所述支架固定装置100还包括阻挡件140,所述固定件110的第二端设置有贯穿其厚度的固定孔。所述阻挡件140穿设于所述固定孔,以将所述支撑架120和所述支撑垫130固定于所述固定块110。Exemplarily, as shown in FIG. 2 , the stent fixing device 100 further includes a blocking member 140 , and a second end of the fixing member 110 is provided with a fixing hole extending through its thickness. The blocking member 140 passes through the fixing hole to fix the supporting frame 120 and the supporting pad 130 to the fixing block 110 .

优选的,如图2所示,所述阻挡件140包括第一阻挡部141和第二阻挡部142。所述第一阻挡部141穿设于所述固定孔,所述第二阻挡部142搭接在所述固定件110上方,且所述第二阻挡部142在所述固定孔上的正投影落在所述固定孔外侧。Preferably, as shown in FIG. 2 , the blocking member 140 includes a first blocking portion 141 and a second blocking portion 142 . The first blocking portion 141 passes through the fixing hole, the second blocking portion 142 overlaps the fixing member 110 , and the orthographic projection of the second blocking portion 142 on the fixing hole falls outside the fixing hole.

作为一个示例,如图2所示,第一阻挡部141的一端固接有第二阻挡部142,第一阻挡部141的另一端穿设于固定孔。第二阻挡部142搭接在固定件110上方。第二阻挡部142的尺寸大小大于固定孔的尺寸大小,以使第二阻挡部142可以稳固搭接在固定件110上。作为一个示例,如图2所示,固定孔可设置为ф25mm的圆孔,第一阻挡部141为长度50mm,材质为HRB400的ф22mm杆状,第二阻挡部142为长度50mm,材质为HRB400的ф22mm块状。As an example, as shown in FIG. 2 , one end of the first blocking portion 141 is fixedly connected to the second blocking portion 142 , and the other end of the first blocking portion 141 is passed through the fixing hole. The second blocking portion 142 overlaps above the fixing member 110 . The size of the second blocking portion 142 is larger than that of the fixing hole, so that the second blocking portion 142 can be stably overlapped on the fixing member 110 . As an example, as shown in Figure 2, the fixing hole can be set as a round hole of ф25mm, the first blocking part 141 is a ф22mm rod shape with a length of 50mm, and the material is HRB400, and the second blocking part 142 is 50mm in length, and the material is HRB400 ф22mm block.

本实施例的核电站安全壳钢衬里施工用平台支架固定装置,通过所设置的阻挡件,可以将支撑架和支撑垫更为简单、便捷地固定于固定块。In the platform bracket fixing device for the construction of the containment steel lining of the nuclear power plant in this embodiment, the supporting frame and the supporting pad can be fixed to the fixing block more simply and conveniently through the provided blocking member.

本实用新型的另一个方面,如图3所示,提供一种核电站安全壳钢衬里施工系统200,包括钢衬里210、施工平台以及多个如前文记载的所述的支架固定装置100。所述支架固定装置100的具体结构可以参考前文相关记载,在此不再赘述。各所述支架固定装置100中的所述固定件110的第一端固接于所述钢衬里210,所述施工平台搭设于各所述支架固定装置110的支撑架120。Another aspect of the present invention, as shown in FIG. 3 , provides a nuclear power plant containment steel lining construction system 200, including a steel lining 210, a construction platform, and a plurality of bracket fixing devices 100 as described above. For the specific structure of the stent fixing device 100 , reference may be made to the relevant records above, and details will not be repeated here. The first end of the fixing member 110 in each bracket fixing device 100 is fixedly connected to the steel lining 210 , and the construction platform is built on the support frame 120 of each bracket fixing device 110 .

进一步地,多个所述支架固定装置100沿所述钢衬里210的周向间隔设置。Further, a plurality of bracket fixing devices 100 are arranged at intervals along the circumference of the steel lining 210 .

具体地,如图3所示,多个支架固定装置100的固定件110的第一端分别穿过对应的各支撑垫130并间隔固接于钢衬里210的周向,施工平台可以搭设于多个支撑架120以提供作业面。Specifically, as shown in FIG. 3 , the first ends of the fixing parts 110 of the plurality of bracket fixing devices 100 respectively pass through the corresponding supporting pads 130 and are fixed to the circumferential direction of the steel lining 210 at intervals, and the construction platform can be erected on multiple A support frame 120 is provided to provide a working surface.

需要说明的是,本文中所述的固接均可以采用焊接方式来完成,当然,也可以采用焊接以外的其他固定方式来完成固接,对此并不作具体限制。It should be noted that all the fastening described herein can be accomplished by welding, and of course, other fastening methods other than welding can also be used to complete the fastening, which is not specifically limited.

本实施例的核电站安全壳钢衬里施工系统,通过配合设置的钢衬里、施工平台以及多个支架固定装置,可以节省施工搭设平台的工作量且便于安装和拆卸,对钢衬里本体质量影响小。The nuclear power plant containment steel lining construction system of this embodiment, through the steel lining, construction platform and multiple bracket fixing devices, can save the workload of construction and erection of the platform, facilitate installation and disassembly, and have little impact on the quality of the steel lining body.

可以理解的是,以上实施方式仅仅是为了说明本实用新型的原理而采用的示例性实施方式,然而本实用新型并不局限于此。对于本领域内的普通技术人员而言,在不脱离本实用新型的精神和实质的情况下,可以做出各种变型和改进,这些变型和改进也视为本实用新型的保护范围。It can be understood that, the above embodiments are only exemplary embodiments adopted to illustrate the principles of the present invention, but the present invention is not limited thereto. For those skilled in the art, various modifications and improvements can be made without departing from the spirit and essence of the present utility model, and these variations and improvements are also regarded as the protection scope of the present utility model.

Claims (8)

1.一种核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述支架固定装置包括固定件、支撑架以及支撑垫;1. A platform bracket fixing device for nuclear power plant containment steel lining construction, characterized in that, said bracket fixing device includes a fixture, a support frame and a support pad; 所述固定件的第一端穿过所述支撑垫并用于固接于钢衬里;The first end of the fixing member passes through the support pad and is used to be fixed to the steel lining; 所述支撑架与所述支撑垫背离所述固定件第一端的一侧固接;The support frame is affixed to the side of the support pad away from the first end of the fixing member; 所述支撑架包括水平支撑杆和倾斜支撑杆,所述支撑垫包括第一支撑垫和第二支撑垫;The support frame includes a horizontal support rod and an inclined support rod, and the support pad includes a first support pad and a second support pad; 所述第一支撑垫与所述第二支撑垫相对间隔设置,所述第一支撑垫设置有贯穿其厚度的安装孔,所述安装孔穿设有所述固定件,所述第一支撑垫与所述水平支撑杆的第一端固接,所述第二支撑垫与所述倾斜支撑杆的第一端固接,所述倾斜支撑杆的第二端与所述水平支撑杆的第二端固接。The first support pad and the second support pad are arranged at intervals relative to each other, the first support pad is provided with a mounting hole through its thickness, the mounting hole is pierced with the fixing member, and the first support pad It is affixed to the first end of the horizontal support bar, the second support pad is affixed to the first end of the inclined support bar, and the second end of the inclined support bar is connected to the second end of the horizontal support bar. fixed end. 2.根据权利要求1所述的核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述支撑架还包括竖向支撑杆;2. The platform bracket fixing device for nuclear power plant containment steel lining construction according to claim 1, wherein the support frame also includes a vertical support rod; 所述竖向支撑杆跨接于所述水平支撑杆和所述倾斜支撑杆。The vertical support rod bridges the horizontal support rod and the inclined support rod. 3.根据权利要求1或2所述的核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述倾斜支撑杆与所述水平支撑杆之间的夹角范围为40°~50°。3. The platform bracket fixing device for nuclear power plant containment steel lining construction according to claim 1 or 2, characterized in that the angle range between the inclined support rod and the horizontal support rod is 40° to 50° . 4.根据权利要求1或2所述的核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述安装孔位于所述水平支撑杆上方。4. The platform bracket fixing device for nuclear power plant containment steel lining construction according to claim 1 or 2, characterized in that the installation hole is located above the horizontal support bar. 5.根据权利要求1或2所述的核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述支架固定装置还包括阻挡件,所述固定件的第二端设置有贯穿其厚度的固定孔;5. The platform bracket fixing device for nuclear power plant containment steel lining construction according to claim 1 or 2, characterized in that, the bracket fixing device also includes a blocking member, and the second end of the fixing member is provided with a the fixing hole; 所述阻挡件穿设于所述固定孔,以将所述支撑架和所述支撑垫固定于所述固定件。The blocking member is passed through the fixing hole to fix the supporting frame and the supporting pad to the fixing member. 6.根据权利要求5所述的核电站安全壳钢衬里施工用平台支架固定装置,其特征在于,所述阻挡件包括第一阻挡部和第二阻挡部;6. The platform bracket fixing device for nuclear power plant containment steel lining construction according to claim 5, characterized in that, the blocking member includes a first blocking portion and a second blocking portion; 所述第一阻挡部穿设于所述固定孔,所述第二阻挡部搭接在所述固定件上方,且所述第二阻挡部在所述固定孔上的正投影落在所述固定孔外侧。The first blocking portion passes through the fixing hole, the second blocking portion overlaps the fixing member, and the orthographic projection of the second blocking portion on the fixing hole falls on the fixing hole. outside the hole. 7.一种核电站安全壳钢衬里施工系统,其特征在于,包括钢衬里、施工平台以及多个如权利要求1至6任一项所述的支架固定装置;7. A nuclear power plant containment steel lining construction system, characterized in that it comprises a steel lining, a construction platform, and a plurality of bracket fixing devices as claimed in any one of claims 1 to 6; 各所述支架固定装置中的所述固定件的第一端固接于所述钢衬里,所述施工平台搭设于各所述支架固定装置的支撑架。The first end of the fixing piece in each bracket fixing device is fixedly connected to the steel lining, and the construction platform is erected on the support frame of each bracket fixing device. 8.根据权利要求7所述的核电站安全壳钢衬里施工系统,其特征在于,多个所述支架固定装置沿所述钢衬里的周向间隔设置。8. The nuclear power plant containment steel lining construction system according to claim 7, characterized in that, a plurality of said bracket fixing devices are arranged at intervals along the circumferential direction of said steel lining.
CN202222386865.9U 2022-09-05 2022-09-05 Platform support fixing device and construction system for construction of containment steel lining of nuclear power station Active CN218643813U (en)

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