CN219864360U - Temporary supporting device for non-embedded large-scale landscape steel structural column - Google Patents

Temporary supporting device for non-embedded large-scale landscape steel structural column Download PDF

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CN219864360U
CN219864360U CN202321016921.8U CN202321016921U CN219864360U CN 219864360 U CN219864360 U CN 219864360U CN 202321016921 U CN202321016921 U CN 202321016921U CN 219864360 U CN219864360 U CN 219864360U
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column
steel structure
supporting rod
support device
structure column
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张云鹏
李桂立
李熙雨
崔永飞
阮文静
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Sinohydro Bureau 11 Co Ltd
PowerChina 11th Bureau Engineering Co Ltd
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Sinohydro Bureau 11 Co Ltd
PowerChina 11th Bureau Engineering Co Ltd
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Abstract

The utility model discloses a temporary supporting device for a large-scale landscape steel structure column without pre-burying, which comprises a column hoop, supporting rods and foundation bolts, wherein screw rods are coaxially and spirally connected to two ends of each supporting rod, the screw rods at one end of each supporting rod are hinged with the foundation bolts fixed on the ground, the screw rods at the other end of each supporting rod are hinged with the middle part of one side of the column hoop fixed on the steel structure column, and the screw rods at two ends of each supporting rod are adjusted by rotating the supporting rods to screw in the length to adjust the inclination angle of the steel structure column and support the steel structure column; according to the utility model, the steel structure column is temporarily supported by the column hoops, the support rods and the foundation bolts, bolts are not required to be embedded in the foundation before the steel structure column is installed, the inclination angle is accurately controlled by the adjustable screw rods with wires at the two ends of the support rods, the safety coefficient is high, the construction efficiency is high, the adjustment is quick and convenient, and the installation and fixation problems of the large-scale landscape steel structure column can be effectively solved.

Description

一种无预埋大型景观钢结构柱临时支撑装置A temporary support device for large-scale landscape steel structure columns without pre-embedding

技术领域Technical field

本实用新型涉及钢结构安装技术领域,特别是涉及一种无预埋大型景观钢结构柱临时支撑装置The utility model relates to the technical field of steel structure installation, in particular to a temporary support device for large-scale landscape steel structure columns without pre-embedding.

背景技术Background technique

目前,大型景观钢结构柱安装,大部分是通过前期在基础中预埋螺栓,后期在钢结构柱安装时,通过起重机对大型钢结构柱进行起吊,并通过吊绳人工调节大型钢结构柱的倾斜角度和对正情况,此种工法施工调节精度低,调整难度大,调节时耗费大量人力,安全系数低、效率低下。At present, the installation of large-scale landscape steel structure columns is mostly done by pre-embedding bolts in the foundation in the early stage. When the steel structure columns are installed in the later stage, the large-scale steel structure columns are lifted by a crane and the height of the large-scale steel structure columns is manually adjusted through lifting ropes. Regarding the inclination angle and alignment, this construction method has low accuracy in construction adjustment, is difficult to adjust, consumes a lot of manpower during adjustment, has low safety factor and low efficiency.

因此,公开号为CN217998622U的中国专利公开了一种高稳定环保节能钢结构柱,通过设置支撑机构,实现了采用三角支撑的方式对节能钢结构柱本体的底部实现稳定支撑,具有稳定性高的效果,避免了节能钢结构柱本体在使用时出现倒塌现象的问题发生;但是上述专利中的导向杆是放置在地面上不能倾斜,钢结构柱本体通过滑轨在导向杆导向的作用下向下移动,这种方式只是对钢结构柱的竖直安装效果比较好,能够更好的对正,况且滑轨、支撑板、固定板、锁紧孔、导向孔、导向杆、安装块、挡板形成的具有导向功能的支撑机构比较复杂,钢结构柱本体需要吊装嵌入滑轨内才能完成导向操作,增加吊装难度。Therefore, the Chinese patent with the publication number CN217998622U discloses a highly stable, environmentally friendly and energy-saving steel structure column. By setting up a support mechanism, the bottom of the energy-saving steel structure column body can be stably supported using a triangular support, which has high stability. The effect is to avoid the problem of collapse of the energy-saving steel structure column body during use; however, the guide rod in the above-mentioned patent is placed on the ground and cannot be tilted, and the steel structure column body is guided downward by the guide rod through the slide rail. Moving, this method only has a better effect on the vertical installation of steel structure columns and can provide better alignment. Moreover, slide rails, support plates, fixed plates, locking holes, guide holes, guide rods, installation blocks, and baffles The formed supporting mechanism with guiding function is relatively complex. The steel structure column body needs to be hoisted and embedded in the slide rail to complete the guiding operation, which increases the difficulty of hoisting.

发明内容Contents of the invention

为了解决上述技术问题,本实用新型提供了一种无预埋大型景观钢结构柱临时支撑装置,解决现有技术中支撑装置对具有倾斜角度的钢结构柱支撑效果不好,且结构复杂和吊装难度大的问题。In order to solve the above technical problems, the utility model provides a temporary support device for large-scale landscape steel structure columns without pre-embedding, which solves the problem that the support device in the existing technology has poor support effect on steel structure columns with inclined angles, and the structure is complicated and hoisting is difficult. Difficult question.

为解决上述技术问题,本实用新型提供的一种技术方案是:一种无预埋大型景观钢结构柱临时支撑装置,包括柱箍、支撑杆和地脚螺栓,所述支撑杆的两端均同轴螺接有螺杆,所述支撑杆一端的螺杆与固定在地面上的所述地脚螺栓铰接,所述支撑杆另一端的螺杆与固定在钢结构柱上的所述柱箍的一侧中部铰接,通过旋转支撑杆调节支撑杆两端的螺杆拧入长度实现调节钢结构柱的倾斜角度并对钢结构柱进行支撑。In order to solve the above technical problems, a technical solution provided by the utility model is: a temporary support device for large-scale landscape steel structure columns without pre-embedding, including column hoops, support rods and anchor bolts. Both ends of the support rod are A screw rod is coaxially screwed. The screw rod at one end of the support rod is hinged with the anchor bolt fixed on the ground. The screw rod at the other end of the support rod is connected with one side of the column hoop fixed on the steel structure column. The middle part is hinged. By rotating the support rod to adjust the length of the screws at both ends of the support rod, the inclination angle of the steel structure column can be adjusted and the steel structure column can be supported.

进一步的,所述支撑杆为两个或三个,并分别对所述柱箍的两个或三个相邻侧面进行支撑,且同一个所述支撑杆与柱箍的铰接部位和与地脚螺栓的铰接部位处于所述钢结构柱的同一侧。Further, there are two or three supporting rods, and they respectively support two or three adjacent sides of the column hoop, and the same hinged part of the supporting rod and the column hoop is connected to the foot. The hinged part of the bolt is on the same side of the steel structure column.

进一步的,所述支撑杆一端的螺杆与通过地脚螺栓固定在地面上的固定板铰接,固定板上设置有至少两个供地脚螺栓贯穿进行固定的通孔。Further, the screw rod at one end of the support rod is hingedly connected to a fixed plate fixed on the ground through anchor bolts. The fixed plate is provided with at least two through holes for anchor bolts to penetrate and fix.

进一步的,所述支撑杆上设置有便于进行旋转的旋转板。Furthermore, the support rod is provided with a rotating plate to facilitate rotation.

进一步的,所述柱箍包括连接板和连接螺栓,四个连接板首尾插接形成矩形结构后,四个连接螺栓分别对四个插接处进行固定。Further, the column hoop includes connecting plates and connecting bolts. After the four connecting plates are inserted end to end to form a rectangular structure, the four connecting bolts respectively fix the four insertion points.

本实用新型的有益效果为:The beneficial effects of this utility model are:

1、本申请通过柱箍、支撑杆和地脚螺栓形成至支撑装置对钢结构柱进行临时支撑,钢结构柱安装前不需要在基础中预埋螺栓,通过支撑杆两端带丝的可调节螺杆精确控制倾斜角度,安全系数高、施工效率高、调节快速、方便,可以很好的解决大型景观钢结构柱的进行具有倾斜角度安装和固定问题。1. This application uses column hoops, support rods and anchor bolts to form a supporting device to temporarily support the steel structure columns. There is no need to embed bolts in the foundation before installing the steel structure columns. The adjustable wires with wires at both ends of the support rods are used. The screw accurately controls the tilt angle, has high safety factor, high construction efficiency, fast and convenient adjustment, and can well solve the problem of installing and fixing large landscape steel structure columns with tilt angles.

2、本申请支撑柱为两个或三个,其对同一个柱箍的两个或三个相邻侧面进行支撑,保证支撑的稳定性,同时,便于实现对刚结构柱不同倾斜角的控制,提高安全性,况且、同一个支撑杆与柱箍和地脚螺栓的两个铰接部位处于所述钢结构柱的同一侧,保证支撑稳定性,防止支撑柱偏转造成钢结构柱的移位倾斜。2. There are two or three supporting columns in this application, which support two or three adjacent sides of the same column hoop to ensure the stability of the support and at the same time facilitate the control of different inclination angles of the rigid structural columns. , improve safety. Moreover, the two hinged parts of the same support rod, column hoop and anchor bolt are on the same side of the steel structure column, ensuring support stability and preventing the deflection of the support column from causing the steel structure column to shift and tilt. .

3、本申请中固定板的设置,实现支撑杆一端的螺杆与固定板铰接后,再通过地脚螺栓把固定板固定在地面上,减少施工过程中支撑杆震动造成地脚螺栓旋转松动的问题,旋转板的设置便于对支撑杆进行旋转,从而调整支撑杆两端螺杆的长度。3. The setting of the fixed plate in this application enables the screw rod at one end of the support rod to be hinged to the fixed plate, and then the fixed plate is fixed to the ground through the anchor bolts, thereby reducing the problem of the anchor bolts rotating loose due to the vibration of the support rod during the construction process. , the setting of the rotating plate facilitates the rotation of the support rod, thereby adjusting the length of the screws at both ends of the support rod.

4、本申请中四个连接板首尾插接形成矩形结构后,四个连接螺栓分别对四个插接处进行固定,整体形成柱箍,便于通过连接板的插接长度调整矩形结构的尺寸,以便适应不同截面大小的钢结构柱。4. In this application, after the four connecting plates are connected end to end to form a rectangular structure, the four connecting bolts respectively fix the four insertion points to form a column hoop as a whole, which facilitates adjusting the size of the rectangular structure through the insertion length of the connecting plates. In order to adapt to steel structure columns of different cross-section sizes.

为了让本实用新型的上述和其他目的、特征和优点更能明显易懂,下文特举较佳实施例,并配合所附图示,做详细说明如下。In order to make the above and other objects, features and advantages of the present invention more obvious and easy to understand, preferred embodiments are described in detail below along with the accompanying drawings.

附图说明Description of the drawings

为了更清楚地说明本实用新型或现有技术中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的其中四幅,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。In order to more clearly illustrate the technical solutions of the present utility model or the prior art, the drawings needed to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only illustrative of the present utility model. For four of them, a person with ordinary skill in the art can obtain other drawings based on these drawings without exerting any creative effort.

图1为本申请的主视图。Figure 1 is a front view of this application.

图2为本申请的俯视图。Figure 2 is a top view of the present application.

图3为支撑杆与地脚螺栓连接的结构示意图。Figure 3 is a schematic structural diagram of the connection between the support rod and the anchor bolt.

图4为支撑杆对钢结构柱进行支撑的结构示意图。Figure 4 is a schematic structural diagram of the support rod supporting the steel structure column.

图中,1-支撑杆、2-柱箍、3-地脚螺栓、4-螺杆、5-固定板、6-旋转板;21-连接板、22-连接螺栓;A-钢结构柱、B-设计基础、C-地面。In the picture, 1-support rod, 2-column hoop, 3-anchor bolt, 4-screw, 5-fixed plate, 6-rotating plate; 21-connecting plate, 22-connecting bolt; A-steel structure column, B -Design basis, C-ground.

具体实施方式Detailed ways

下面将参照附图详细地描述本实用新型的实施例。虽然附图中显示了本实用新型的某些实施例,然而应当理解的是,本实用新型可以通过各种形式来实现,而且不应该被解释为限于这里阐述的实施例,相反提供这些实施例是为了更加透彻和完整地理解本实用新型。应当理解的是,本实用新型的附图及实施例仅用于示例性作用,并非用于限制本实用新型的保护范围。The embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Although certain embodiments of the invention are shown in the drawings, it should be understood that the invention may be embodied in various forms and should not be construed as limited to the embodiments set forth herein, but rather these embodiments are provided. This is for a more thorough and complete understanding of the present utility model. It should be understood that the drawings and embodiments of the present invention are only for illustrative purposes and are not intended to limit the scope of protection of the present invention.

应当理解,本实用新型的方法实施方式中记载的各个步骤可以按照不同的顺序执行。此外,方法实施方式可以包括附加的步骤省略执行示出的步骤。本实用新型的范围在此方面不受限制。It should be understood that the various steps described in the method implementation of the present invention can be performed in different orders. Furthermore, method embodiments may include additional steps that omit execution of the steps shown. The scope of the invention is not limited in this respect.

本实用新型实施方式中的多个装置之间所交互的消息或者信息的名称仅用于说明性的目的,而并不是用于对这些消息或信息的范围进行限制。The names of messages or information exchanged between multiple devices in the embodiment of the present invention are only for illustrative purposes and are not used to limit the scope of these messages or information.

实施例Example

如图1-图4所示,一种无预埋大型景观钢结构柱临时支撑装置,包括柱箍2、支撑杆1和地脚螺栓3,支撑杆1的两端均同轴螺接有螺杆4,当支撑杆1旋转时螺杆4能够沿支撑杆1的轴线进行伸缩,从而改变螺杆4伸出支撑杆1的长度,支撑杆1一端的螺杆4与固定在地面C上的地脚螺栓3铰接,支撑杆1另一端的螺杆4与固定在钢结构柱A上的柱箍2的一侧中部铰接,减少钢结构柱A因偏心造成的偏移量,通过旋转支撑杆1调节支撑杆1两端的螺杆4拧入长度实现调节钢结构柱A的倾斜角度并对钢结构柱A进行支撑。As shown in Figures 1 to 4, a temporary support device for large-scale landscape steel structure columns without pre-embedding includes column hoops 2, support rods 1 and anchor bolts 3. Both ends of the support rod 1 are coaxially screwed with screws. 4. When the support rod 1 rotates, the screw rod 4 can expand and contract along the axis of the support rod 1, thereby changing the length of the screw rod 4 extending out of the support rod 1. The screw rod 4 at one end of the support rod 1 is connected to the anchor bolt 3 fixed on the ground C. Hinged, the screw 4 at the other end of the support rod 1 is hinged to the middle of one side of the column hoop 2 fixed on the steel structure column A to reduce the offset of the steel structure column A due to eccentricity, and adjust the support rod 1 by rotating the support rod 1 The screw rods 4 at both ends are screwed into the length to adjust the inclination angle of the steel structure column A and to support the steel structure column A.

其中,支撑杆1为两个或三个,优选为三个,三个支撑杆1并分别对柱箍2的三个相邻侧面进行支撑;对钢结构柱A的相邻三个侧面进行支撑,保证支撑的稳定性,同时,便于实现对刚结构柱不同倾斜角的控制,提高安全性;且同一个支撑杆1与柱箍2的铰接部位和与地脚螺栓3的铰接部位处于钢结构柱A的同一侧,防止支撑柱偏转造成钢结构柱A的移位倾斜,保证支撑稳定性。Among them, there are two or three support rods 1, preferably three. The three support rods 1 respectively support three adjacent sides of the column hoop 2; support the three adjacent sides of the steel structure column A. , to ensure the stability of the support, and at the same time, it is easy to control the different inclination angles of the rigid structure columns, improving safety; and the hinged parts of the same support rod 1 and column hoop 2 and the hinged part with the anchor bolt 3 are in the steel structure On the same side of column A, it prevents the deflection of the support column from causing the displacement and tilt of column A of the steel structure and ensures the stability of the support.

工作时,通过起重机对钢结构柱A进行起吊后,把柱箍2套装固定在钢结构柱A上;然后在地面C安装地脚螺栓3并检验其稳定性;接着支撑杆1一端的螺杆4通过铰接与柱箍2中间连接,支撑杆1另一端的螺杆4通过铰接与地脚螺栓3相连;待三个支撑杆1连接完成后;最后旋转支撑杆1,通过调节各个支撑杆1两端的螺杆4拧入长度来精确控制钢结构柱A的倾斜角度。During work, after lifting the steel structure column A by a crane, fix the column hoop 2 set on the steel structure column A; then install the anchor bolt 3 on the ground C and check its stability; then support the screw rod 4 at one end of the rod 1 Connected to the middle of the column hoop 2 through hinges, the screw 4 at the other end of the support rod 1 is connected to the anchor bolt 3 through hinges; after the connection of the three support rods 1 is completed; finally rotate the support rod 1, and adjust the The length of the screw 4 is screwed in to accurately control the inclination angle of the steel structure column A.

实施例Example

如图1-图3所示,本实施例是在实施例一的基础上增加固定板5等技术特征获得的,其余技术特征与实施例一相同,相同之处在此不做赘述,其中,本实施例与实施例一的不同之处在于:支撑杆1一端的螺杆4与通过地脚螺栓3固定在地面C上的固定板5铰接,固定板上设置有至少两个供地脚螺栓贯穿进行固定的通孔。As shown in Figures 1 to 3, this embodiment is obtained by adding technical features such as the fixing plate 5 on the basis of Embodiment 1. The remaining technical features are the same as Embodiment 1, and the similarities will not be repeated here. Among them, The difference between this embodiment and the first embodiment is that the screw rod 4 at one end of the support rod 1 is hinged with the fixing plate 5 fixed on the ground C through the anchor bolts 3. At least two anchor bolts are provided on the fixing plate for penetration. Through holes for fixation.

在本实施例中,固定板5的设置,实现支撑杆1一端的螺杆4与固定板5铰接后,再通过地脚螺栓3把固定板5固定在地面C上,减少施工过程中支撑杆1震动造成地脚螺栓3旋转松动的问题,同时,至少两个地脚螺栓3通过通孔把固定板5固定在地面C上,防止固定板5旋转,进一步增加固定板5的支撑强度,防止一个地脚螺栓3容易造成固定板5旋转的问题。In this embodiment, the fixing plate 5 is arranged so that the screw 4 at one end of the support rod 1 is hinged to the fixing plate 5, and then the fixing plate 5 is fixed on the ground C through the anchor bolts 3, thereby reducing the need for the support rod 1 during the construction process. The vibration causes the anchor bolts 3 to rotate loosely. At the same time, at least two anchor bolts 3 fix the fixing plate 5 on the ground C through the through holes, preventing the fixing plate 5 from rotating, further increasing the support strength of the fixing plate 5, and preventing a The anchor bolts 3 can easily cause the fixing plate 5 to rotate.

实施例Example

如图1和图2所示,本实施例是在实施例二的基础上增加旋转板6等技术特征获得的,其余技术特征与实施例二相同,相同之处在此不做赘述,其中,本实施例与实施例二的不同之处在于:支撑杆1上设置有便于进行旋转的旋转板6。As shown in Figures 1 and 2, this embodiment is obtained by adding technical features such as the rotating plate 6 on the basis of Embodiment 2. The remaining technical features are the same as Embodiment 2, and the similarities will not be repeated here. Among them, The difference between this embodiment and the second embodiment is that the support rod 1 is provided with a rotating plate 6 that facilitates rotation.

在本实施例中,旋转板6在支撑杆1上径向突出,旋转板6的设置便于直接通过旋转板6实现对支撑杆1的旋转,从而调整支撑杆1两端螺杆4的长度。In this embodiment, the rotating plate 6 protrudes radially on the support rod 1. The rotating plate 6 is arranged to facilitate the rotation of the support rod 1 directly through the rotating plate 6, thereby adjusting the length of the screws 4 at both ends of the support rod 1.

实施例Example

如图4所示,本实施例是在实施例三的基础上对柱箍2等技术特征进行详细说明获得的,其余技术特征与实施例三相同,相同之处在此不做赘述,其中,本实施例与实施例三的不同之处在于:柱箍2包括连接板21和连接螺栓22,四个连接板21首尾插接形成矩形结构后,四个连接螺栓22分别对四个插接处进行固定。As shown in Figure 4, this embodiment is obtained by describing in detail the technical features such as the column hoop 2 on the basis of Embodiment 3. The remaining technical features are the same as Embodiment 3, and the similarities will not be repeated here. Among them, The difference between this embodiment and the third embodiment is that the column hoop 2 includes a connecting plate 21 and a connecting bolt 22. After the four connecting plates 21 are inserted end to end to form a rectangular structure, the four connecting bolts 22 respectively connect the four insertion points. To fix.

在本实施例中,四个连接板21首尾插接形成矩形结构后,四个连接螺栓22分别对四个插接处进行固定,实现可拆卸组装,便于把矩形结构套在钢结构柱A上,并在连接螺栓22的作用下,整体形成柱箍2,使连接板21将钢结构柱A的四面箍紧,同时,便于通过连接板21的插接长度调整矩形结构的尺寸,以便适应不同截面大小的钢结构柱A。In this embodiment, after the four connecting plates 21 are plugged in from end to end to form a rectangular structure, four connecting bolts 22 respectively fix the four plug-in joints to achieve detachable assembly, which is convenient for placing the rectangular structure on the steel structure column A. , and under the action of the connecting bolts 22, the column hoop 2 is formed as a whole, so that the connecting plate 21 tightens the four sides of the steel structure column A. At the same time, it is convenient to adjust the size of the rectangular structure through the insertion length of the connecting plate 21, so as to adapt to different conditions. Section size of steel structure column A.

注意,上述仅为本实用新型的较佳实施例及所运用技术原理。本领域技术人员会理解,本实用新型不限于这里的特定实施例,对本领域技术人员来说能够进行各种明显的变化、重新调整和替代而不会脱离本实用新型的保护范围。因此,虽然通过以上实施例对本实用新型进行了较为详细的说明,但是本实用新型不仅仅限于以上实施例,在不脱离本实用新型构思的情况下,还可以包括更多其他等效实施例,而本实用新型的范围由所附的权利要求范围决定。Note that the above are only the preferred embodiments of the present invention and the technical principles used. Those skilled in the art will understand that the present invention is not limited to the specific embodiments herein. Various obvious changes, readjustments and substitutions can be made to those skilled in the art without departing from the scope of the invention. Therefore, although the present utility model has been described in detail through the above embodiments, the present utility model is not limited to the above embodiments. Without departing from the concept of the present utility model, it can also include more other equivalent embodiments. The scope of the present utility model is determined by the scope of the appended claims.

Claims (5)

1. The utility model provides a no pre-buried large-scale view steel construction post temporary support device, includes collar, bracing piece and rag bolt, characterized by: the two ends of the supporting rod are coaxially and in threaded connection with screws, the screws at one end of the supporting rod are hinged with foundation bolts fixed on the ground, the screws at the other end of the supporting rod are hinged with the middle part of one side of the column hoop fixed on the steel structure column, and the screw screwing length of the two ends of the supporting rod is adjusted through rotating the supporting rod to adjust the inclination angle of the steel structure column and support the steel structure column.
2. The temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 1, wherein the temporary support device is characterized in that: the support rods are two or three, two or three adjacent sides of the column hoop are respectively supported, and the hinge part of the same support rod and the column hoop and the hinge part of the same support rod and the foundation bolt are positioned on the same side of the steel structure column.
3. The temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 2, wherein the temporary support device is characterized in that: the screw rod of bracing piece one end is articulated with the fixed plate that passes through rag bolt to be fixed subaerial, is provided with two at least and supplies rag bolt to run through and fix the through-hole on the fixed plate.
4. A temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 3, which is characterized in that: the support rod is provided with a rotating plate which is convenient to rotate.
5. A temporary support device for a non-embedded large-scale landscape steel structural column according to any one of claims 1-4, wherein: the column hoop comprises connecting plates and connecting bolts, and after the four connecting plates are spliced end to form a rectangular structure, the four connecting bolts are used for fixing the four spliced positions respectively.
CN202321016921.8U 2023-04-28 2023-04-28 Temporary supporting device for non-embedded large-scale landscape steel structural column Active CN219864360U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116290990A (en) * 2023-04-28 2023-06-23 中电建十一局工程有限公司 A temporary support device and construction method for a large-scale landscape steel structure column without pre-embedding

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116290990A (en) * 2023-04-28 2023-06-23 中电建十一局工程有限公司 A temporary support device and construction method for a large-scale landscape steel structure column without pre-embedding

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