CN207844841U - A kind of great diameter and long pile cages decentralization suspender - Google Patents
A kind of great diameter and long pile cages decentralization suspender Download PDFInfo
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Abstract
一种大直径超长桩钢筋笼下放吊具,包括履带吊下放吊具和浮吊下放吊具;所述浮吊下放吊具位于履带吊下放吊具的上方,履带吊下放吊具与钢筋笼相连,浮吊下放吊具与履带吊下放吊具之间通过卸扣连接;与现有技术相比,解决了传统下放钢筋笼的限制和安全的问题,操作人员可在平台上对卸扣进行操作,从而再平台上实现履带吊下方吊具和浮吊下放吊具之间的连接,提高了下放钢筋笼过程中的安全性,具有、施工便捷、操作简单、移动轻巧、人员施工安全可靠以及成本较低的优点,创造了良好的经济效益。
A large-diameter and super-long pile reinforcement cage lowering spreader, including a crawler crane lowering spreader and a floating crane lowering spreader; The lowering spreader of the floating crane and the lowering spreader of the crawler crane are connected by shackles; compared with the existing technology, it solves the limitation and safety problems of the traditional lowering reinforcement cage, and the operator can carry out the shackle on the platform. Operation, so as to realize the connection between the spreader under the crawler crane and the spreader under the floating crane on the platform, which improves the safety in the process of lowering the reinforcement cage. It has the advantages of convenient construction, simple operation, light movement, safe and reliable personnel construction and The advantage of lower cost has created good economic benefits.
Description
技术领域technical field
本实用新型属于海上桩基施工技术领域,尤其是涉及一种大直径超长桩钢筋笼下放吊具。The utility model belongs to the technical field of offshore pile foundation construction, in particular to a spreader for lowering a large-diameter super-long pile reinforcement cage.
背景技术Background technique
近年来,我国土木工程技术发展迅速,跨江、跨海桥梁日趋大跨度发展,随着桥梁跨径的加大,大直径超长钻孔灌注桩在桥梁基础中得到广泛应用,相应的钢筋笼直径和长度也向大口径和超长方向发展。大直径超长钻孔桩钢筋笼具有节段多、自重大、接头多、易变形等结构特点,制作、运输和安装工艺要求较高,并且海上施工受台风和季风天气的影响,传统的钢筋笼安装工艺难以满足日益发展的大直径超长钻孔桩施工的需求。In recent years, my country's civil engineering technology has developed rapidly, and cross-river and sea-crossing bridges have become increasingly large-span. With the increase of bridge spans, large-diameter and super-long bored piles have been widely used in bridge foundations. The corresponding steel cages The diameter and length are also developing in the direction of large diameter and super length. The reinforcement cage of large-diameter and super-long bored piles has structural characteristics such as multiple segments, self-heavy weight, multiple joints, and easy deformation. Cage installation technology is difficult to meet the growing demand for large-diameter and super-long bored pile construction.
在目前海上施工中,传统的单一下放方式已难以满足大直径超长钻孔桩钢筋笼的安装,例如:利用浮吊下放钢筋笼的方式,当海上风浪达到6级及以上就存在钢筋笼对接困难等问题,下放工效大大降低。若利用履带吊进行钢筋笼下放,虽解决了较大风浪中下放的问题,但随着钢筋笼的不断接长,重量不断增加,当达到履带吊的起重极限时无法进行下放。故针对海上大直径超长桩钢筋笼下放过程中,利用下放系统转换来满足需求,当达到履带吊的起重极限时无法进行下放,需转换成600t浮吊系统进行下放。In the current offshore construction, the traditional single lowering method has been difficult to meet the installation of large-diameter and super-long bored pile reinforcement cages. For example: using floating cranes to lower the reinforcement cages, when the sea wind and waves reach level 6 and above, there will be butt joints of the reinforcement cages Difficulties and other problems, the efficiency of decentralization is greatly reduced. If the crawler crane is used to lower the reinforcement cage, although the problem of lowering in large wind and waves is solved, as the reinforcement cage continues to be lengthened, the weight continues to increase, and it cannot be lowered when the lifting limit of the crawler crane is reached. Therefore, in the process of lowering the reinforcement cage of large-diameter and super-long piles at sea, the lowering system conversion is used to meet the demand. When the lifting limit of the crawler crane is reached, the lowering cannot be performed, and it needs to be converted to a 600t floating crane system for lowering.
同时,在进行履带吊下方系统和浮吊下放系统转换的过程中,由于连接卸扣的重量较大,如果爬到钢筋骨架上进行转换,需要2-3人进行操作,不仅施工效率低,更是增加了施工过程中的安全隐患;因此,设计一种能够在钢筋笼下放过程中进行下放系统转换的专用吊具具有重要意义。At the same time, in the process of switching between the lower system of the crawler crane and the lowering system of the floating crane, due to the heavy weight of the connecting shackle, if you climb on the steel skeleton to perform the conversion, 2-3 people are required to operate, not only the construction efficiency is low, but also Therefore, it is of great significance to design a special spreader that can convert the lowering system during the lowering of the steel cage.
实用新型内容Utility model content
本实用新型是为了克服上述现有技术中的缺陷,提供一种安全可靠,操作简单,使用便捷的大直径超长桩钢筋笼下放吊具。The utility model aims at overcoming the defects in the above-mentioned prior art, and provides a safe, reliable, easy-to-operate, and convenient-to-use spreader for lowering the reinforcement cage of large-diameter super-long piles.
为了达到以上目的,本实用新型所采用的技术方案是:一种大直径超长桩钢筋笼下放吊具,包括履带吊下放吊具和浮吊下放吊具;所述浮吊下放吊具位于履带吊下放吊具的上方,履带吊下放吊具与钢筋笼相连,浮吊下放吊具与履带吊下放吊具之间通过卸扣连接。In order to achieve the above purpose, the technical solution adopted by the utility model is: a large-diameter super-long pile reinforcement cage lowering spreader, including crawler crawler lowering spreader and floating crane lowering spreader; Above the lowering spreader, the lowering spreader of the crawler crane is connected with the steel cage, and the lowering spreader of the floating crane is connected with the lowering spreader of the crawler crane through a shackle.
作为本实用新型的一种优选方案,所述履带吊下放吊具包括履带吊吊钩、第一钢丝绳和加强圈,加强圈位于钢筋笼上,第一钢丝绳连接履带吊吊钩和加强圈。As a preferred solution of the present invention, the crawler crane lowering sling includes a crawler hook, a first steel wire rope and a reinforcement ring, the reinforcement ring is located on the reinforcement cage, and the first steel wire rope is connected to the crawler crane hook and the reinforcement ring.
作为本实用新型的一种优选方案,所述加强圈上连有第二钢丝绳,加强圈与第二钢丝绳之间通过第一吊耳连接。As a preferred solution of the present invention, a second steel wire rope is connected to the reinforcement ring, and the reinforcement ring and the second steel wire rope are connected through a first lug.
作为本实用新型的一种优选方案,所述第二钢丝绳与履带吊下放吊具相连,第二钢丝绳的长度大于单节钢筋笼的长度。As a preferred solution of the present utility model, the second steel wire rope is connected with the crawler crane lowering sling, and the length of the second steel wire rope is greater than the length of the single-section reinforcement cage.
作为本实用新型的一种优选方案,所述浮吊下放吊具包括浮吊吊钩、框架和第三钢丝绳,第三钢丝绳与履带吊下放吊具的第二钢丝绳之间通过卸扣连接。As a preferred solution of the present invention, the floating crane lowering sling includes a floating crane hook, a frame and a third steel wire rope, and the third steel wire rope is connected to the second steel wire rope of the crawler crane lowering sling through a shackle.
作为本实用新型的一种优选方案,所述浮吊吊钩与框架之间设有第四钢丝绳,框架在第四钢丝绳的作用下始终处于水平状态。As a preferred solution of the present utility model, a fourth wire rope is provided between the floating crane hook and the frame, and the frame is always in a horizontal state under the action of the fourth wire rope.
作为本实用新型的一种优选方案,所述框架上设有第二吊耳,第二吊耳的一端与第三钢丝绳相连,第二吊耳的另一端与第四钢丝绳相连。As a preferred solution of the present invention, the frame is provided with a second lifting lug, one end of the second lifting lug is connected with the third steel wire rope, and the other end of the second lifting lug is connected with the fourth steel wire rope.
作为本实用新型的一种优选方案,所述框架的尺寸与钢筋笼的尺寸相适配。As a preferred solution of the present invention, the size of the frame matches the size of the reinforcement cage.
作为本实用新型的一种优选方案,所述履带吊下放吊具和浮吊下放吊具的下放设有钢筋笼悬挂环。As a preferred solution of the present invention, the lowering of the crawler crane and the lowering of the floating crane are provided with reinforcement cage suspension rings.
作为本实用新型的一种优选方案,所述钢筋笼悬挂环包括与钢筋笼尺寸相适配的圆环和移动件,移动件滑动连接于圆环上。As a preferred solution of the present invention, the suspension ring of the reinforcement cage includes a circular ring and a moving part matching the size of the reinforcement cage, and the moving part is slidably connected to the circular ring.
本实用新型的有益效果是:与现有技术相比,解决了传统下放钢筋笼的限制和安全的问题,操作人员可在平台上对卸扣进行操作,从而再平台上实现履带吊下方吊具和浮吊下放吊具之间的连接,提高了下放钢筋笼过程中的安全性,具有、施工便捷、操作简单、移动轻巧、人员施工安全可靠以及成本较低的优点,创造了良好的经济效益。The beneficial effect of the utility model is: compared with the prior art, it solves the limitation and safety problems of the traditional lowering of the reinforcement cage, and the operator can operate the shackle on the platform, so as to realize the lifting gear under the crawler crane on the platform. The connection between the floating crane and the lowering spreader improves the safety in the process of lowering the reinforcement cage. It has the advantages of convenient construction, simple operation, light movement, safe and reliable construction of personnel, and low cost, creating good economic benefits. .
附图说明Description of drawings
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是履带吊下放吊具的结构示意图;Fig. 2 is a structural schematic diagram of the crawler crane lowering the spreader;
图3是浮吊下放吊具的结构示意图;Fig. 3 is a structural schematic diagram of the lowering spreader of the floating crane;
图4是加强圈的结构示意图;Fig. 4 is a structural schematic diagram of a reinforcing ring;
图5是钢筋笼悬挂环的关闭状态示意图;Fig. 5 is a closed state schematic diagram of the suspension ring of the reinforcement cage;
图6是钢筋笼悬挂环的打开状态示意图;Fig. 6 is a schematic diagram of the open state of the suspension ring of the reinforcement cage;
图中附图标记:履带吊下放吊具1,浮吊下放吊具2,钢筋笼3,钢筋笼悬挂环4,卸扣5,履带吊吊钩1-1,第一钢丝绳1-2,第一吊耳1-3,第二钢丝绳1-4,加强圈1-5,浮吊吊钩2-1,框架2-2,第三钢丝绳2-3,第四钢丝绳2-4,第二吊耳2-5,圆环4-1,移动件4-2。Reference signs in the figure: crawler crane lowering spreader 1, floating crane lowering spreader 2, reinforcement cage 3, reinforcement cage suspension ring 4, shackle 5, crawler crane hook 1-1, first wire rope 1-2, second First lifting lug 1-3, second wire rope 1-4, reinforcement ring 1-5, floating hook 2-1, frame 2-2, third wire rope 2-3, fourth wire rope 2-4, second hoist Ear 2-5, ring 4-1, mobile part 4-2.
具体实施方式Detailed ways
下面结合附图对本实用新型实施例作详细说明。Below in conjunction with accompanying drawing, the utility model embodiment is described in detail.
如图1-4所示,一种大直径超长桩钢筋笼下放吊具,包括履带吊下放吊具1和浮吊下放吊具2;浮吊下放吊具2位于履带吊下放吊具1的上方,履带吊下放吊具1与钢筋笼3相连,浮吊下放吊具2与履带吊下放吊具1相连,履带吊下放吊具1和浮吊下放吊具2的下放设有钢筋笼悬挂环4。As shown in Figure 1-4, a large-diameter super-long pile reinforcement cage lowering spreader includes crawler crane lowering spreader 1 and floating crane lowering spreader 2; floating crane lowering spreader 2 is located at the crawler crane lowering spreader 1 Above, the lowering spreader 1 of the crawler crane is connected with the steel cage 3, the lowering spreader 2 of the floating crane is connected with the lowering spreader 1 of the crawler crane, and the lowering spreader 1 of the crawler crane and the lowering spreader 2 of the floating crane are equipped with a steel cage suspension ring 4.
履带吊下放吊具1和浮吊下放吊具2均位于行车上,在利用履带吊下放吊具1对接完钢筋笼3后,利用钢筋笼悬挂环4对钢筋笼3进行支撑,再进行下放,而当钢筋笼3的不断结长,重量不断增加后,当达到履带吊下放吊具1的起重极限时无法进行下放,此时将浮吊下放吊具2连接在履带吊下放吊具1加大对钢筋笼3的起重极限,再进行下放。Both the lowering spreader 1 of the crawler crane and the lowering spreader 2 of the floating crane are located on the crane. After the lowering spreader 1 of the crawler crane is used to dock the reinforcement cage 3, the reinforcement cage 3 is supported by the suspension ring 4 of the reinforcement cage, and then lowered. And when the reinforcement cage 3 is continuously lengthened and the weight is constantly increasing, it cannot be lowered when reaching the lifting limit of the lowering spreader 1 of the crawler crane. Big to the hoisting limit of reinforcement cage 3, then lower down.
履带吊下放吊具1包括履带吊吊钩1-1、第一钢丝绳1-2和加强圈1-5,加强圈1-5位于钢筋笼3上,第一钢丝绳1-2连接履带吊吊钩1-1和加强圈1-5,加强圈1-5上连有第二钢丝绳1-4,加强圈1-5与第二钢丝绳1-4之间通过第一吊耳1-3连接,第二钢丝绳1-4与履带吊下放吊具1相连,且第二钢丝绳1-4与浮吊下放吊具2之间通过卸扣5连接。The crawler crane lowering spreader 1 includes a crawler crane hook 1-1, a first steel wire rope 1-2 and a reinforcement ring 1-5, the reinforcement ring 1-5 is located on the reinforcement cage 3, and the first steel wire rope 1-2 is connected to the crawler crane hook 1-1 and the reinforcement ring 1-5, the reinforcement ring 1-5 is connected with the second steel wire rope 1-4, the reinforcement ring 1-5 is connected with the second steel wire rope 1-4 through the first lug 1-3, the second The second steel wire rope 1-4 is connected with the lowering spreader 1 of the crawler crane, and the second steel wire rope 1-4 is connected with the lowering spreader 2 of the floating crane through a shackle 5 .
相对于第一钢丝绳1-2,第二钢丝绳1-4更大更长,由于第二钢丝绳1-4用于连接浮吊下放吊具2,第二钢丝绳1-4具备更好的强度,加强圈1-5与钢筋笼3相适配,使得钢筋笼3在下放过程中,在加强圈1-5和钢筋笼悬挂环4的作用下下放更加稳定,且在加强圈1-5的作用下,钢筋笼3的下方具有更好的垂直性。Compared with the first steel wire rope 1-2, the second steel wire rope 1-4 is larger and longer, because the second steel wire rope 1-4 is used to connect the lowering sling 2 of the floating crane, the second steel wire rope 1-4 has better strength and strengthens The rings 1-5 are compatible with the reinforcement cage 3, so that the lowering of the reinforcement cage 3 is more stable under the action of the reinforcement ring 1-5 and the suspension ring 4 of the reinforcement cage during the lowering process, and under the action of the reinforcement ring 1-5 , the lower part of the reinforcement cage 3 has better verticality.
第二钢丝绳1-4的长度大于加强圈1-5到钢筋笼悬挂环4之间的距离,钢筋笼悬挂环4位于平台上,且钢筋笼悬挂环4用于限制钢筋笼3的下放位置,第二钢丝绳1-4长度大于加强圈1-5到钢筋笼悬挂环4之间的距离,使得操作人员可在平台上对第二钢丝绳1-4和第三钢丝绳2-3连接,从而便于将履带吊下方吊具1和浮吊下放吊具2进行连接转换。The length of the second wire rope 1-4 is greater than the distance between the reinforcing ring 1-5 and the reinforcement cage suspension ring 4, the reinforcement cage suspension ring 4 is located on the platform, and the reinforcement cage suspension ring 4 is used to limit the lowering position of the reinforcement cage 3, The length of the second steel rope 1-4 is greater than the distance between the reinforcing ring 1-5 and the suspension ring 4 of the steel cage, so that the operator can connect the second steel rope 1-4 and the third steel rope 2-3 on the platform, thereby facilitating the installation The lower spreader 1 of the crawler crane and the lower spreader 2 of the floating crane are connected and converted.
浮吊下放吊具2包括浮吊吊钩2-1、框架2-2和第三钢丝绳2-3,第三钢丝绳2-3与履带吊下放吊具1的第二钢丝绳1-4相连,浮吊吊钩2-1与框架2-2之间设有第四钢丝绳2-4,框架2-2在第四钢丝绳2-4的作用下始终处于水平状态,框架2-2上设有第二吊耳2-5,第二吊耳2-5的一端与第三钢丝绳2-3相连,第二吊耳2-5的另一端与第四钢丝绳2-4相连,框架2-2的尺寸与钢筋笼3的尺寸相适配。The floating crane lowering spreader 2 includes a floating crane hook 2-1, a frame 2-2 and a third steel wire rope 2-3, and the third steel wire rope 2-3 is connected with the second steel wire rope 1-4 of the crawler crane lowering spreader 1. A fourth steel wire rope 2-4 is arranged between the hanging hook 2-1 and the frame 2-2, and the frame 2-2 is always in a horizontal state under the action of the fourth steel wire rope 2-4, and a second steel wire rope 2-4 is arranged on the frame 2-2. Lifting lug 2-5, one end of the second lifting lug 2-5 is connected with the third steel wire rope 2-3, the other end of the second lifting lug 2-5 is connected with the fourth steel wire rope 2-4, and the size of the frame 2-2 is the same as The size of reinforcement cage 3 matches.
浮吊下放吊具2用于连接履带吊下放吊具1,提高整体的起重极限,从而使得本吊具在对钢筋笼3的下放中更加稳定,框架2-2用于穿过钢筋笼3,使得钢筋笼3的下放具有更好的垂直度。The lowering spreader 2 of the floating crane is used to connect the lowering spreader 1 of the crawler crane to increase the overall lifting limit, so that the spreader is more stable in lowering the steel cage 3, and the frame 2-2 is used to pass through the steel cage 3 , so that the lowering of the reinforcement cage 3 has better verticality.
在进行履带吊下方吊具1和浮吊下放吊具2的连接过程中,连接卸扣5的重量较大,如果爬到钢筋笼3上进行连接,需要2-3人进行操作,不仅施工效率低,更是增加了施工过程中的安全隐患,第二钢丝绳1-4具有较长的长度,可伸长至框架2-2上,从而使得操作人员可在框架2-2上通过卸扣5连接第二钢丝绳1-4和第三钢丝绳2-3,从而确保操作人员的安全和提高工作效率。In the process of connecting the lower spreader 1 of the crawler crane and the lower spreader 2 of the floating crane, the weight of the connecting shackle 5 is relatively large. If the connection is made by climbing onto the reinforcement cage 3, 2-3 people are required to operate, which not only improves the construction efficiency low, which increases the safety hazards in the construction process. The second wire rope 1-4 has a longer length and can be extended to the frame 2-2, so that the operator can pass the shackle 5 on the frame 2-2. Connect the second steel wire rope 1-4 and the third steel wire rope 2-3, thereby ensuring the safety of operators and improving work efficiency.
如图5-6所示,钢筋笼悬挂环4包括与钢筋笼3尺寸相适配的圆环4-1和移动件4-2,移动件4-2滑动连接于圆环4-1上,从而钢筋笼悬挂环4通过对移动件4-2的移动来控制钢筋笼悬挂环4的打开和关闭,当打开状态时,移动件4-2向外移动,此时钢筋笼3可通过钢筋笼悬挂环4;当关闭状态时,移动件4-2向内移动,此时钢筋笼3与移动件4-2相抵,使得钢筋笼3不能通过钢筋笼悬挂环4。As shown in Figure 5-6, the reinforcement cage suspension ring 4 includes a ring 4-1 and a moving part 4-2 adapted to the size of the reinforcement cage 3, and the moving part 4-2 is slidably connected to the ring 4-1, Thereby reinforcement cage suspension ring 4 controls the opening and closing of reinforcement cage suspension ring 4 by the movement to mobile part 4-2, when open state, mobile part 4-2 moves outwards, and this moment reinforcement cage 3 can pass through reinforcement cage Suspension ring 4; when closed state, moving part 4-2 moves inwardly, and this moment reinforcement cage 3 offsets with moving part 4-2, makes reinforcement cage 3 can not pass reinforcement cage suspension ring 4.
在实际使用过程中,利用履带吊下方吊具1将钢筋笼3从运输车上起吊,通过吊顶顶部吊耳和底部吊点来使钢筋笼3从平卧变成竖直,并拆除底部吊耳,垂直起吊钢筋笼3与下节对接,当随着钢筋笼3的不断接长,重量不断增加,当达到履带吊下方吊具1的起重极限时无法进行下放,将加强圈1-5上的第二钢丝绳1-4放下,操作人员在平台上将第二钢丝绳1-4与第三钢丝绳2-3通过卸扣连接,从而将履带吊下放吊具1和浮吊下放吊具2连接,之后再将钢筋笼3暖慢下方。In actual use, the reinforcement cage 3 is hoisted from the transport vehicle by using the lower spreader 1 of the crawler crane, and the reinforcement cage 3 is changed from horizontal to vertical through the top lifting lugs and bottom lifting points of the suspended ceiling, and the bottom lifting lugs are removed , vertically lift the reinforcement cage 3 to dock with the lower section, when the reinforcement cage 3 is continuously extended, the weight will continue to increase, and when it reaches the lifting limit of the spreader 1 below the crawler crane, it cannot be lowered, and the reinforcement ring 1-5 will be lifted The second steel wire rope 1-4 is put down, and the operator connects the second steel wire rope 1-4 and the third steel wire rope 2-3 through a shackle on the platform, so as to connect the lowering spreader 1 of the crawler crane and the lowering spreader 2 of the floating crane. Afterwards, the steel cage 3 is warmed and lowered.
对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现;因此,本实用新型将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to realize or use the utility model. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present utility model; Therefore, the present invention will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.
尽管本文较多地使用了图中附图标记:履带吊下放吊具1,浮吊下放吊具2,钢筋笼3,钢筋笼悬挂环4,卸扣5,履带吊吊钩1-1,第一钢丝绳1-2,第一吊耳1-3,第二钢丝绳1-4,加强圈1-5,浮吊吊钩2-1,框架2-2,第三钢丝绳2-3,第四钢丝绳2-4,第二吊耳2-5,圆环4-1,移动件4-2等术语,但并不排除使用其它术语的可能性;使用这些术语仅仅是为了更方便地描述和解释本实用新型的本质;把它们解释成任何一种附加的限制都是与本实用新型精神相违背的。Although this paper uses many reference signs in the figure: crawler crane lowering spreader 1, floating crane lowering spreader 2, steel cage 3, steel cage suspension ring 4, shackle 5, crawler hook 1-1, No. One steel wire rope 1-2, the first lifting lug 1-3, the second steel wire rope 1-4, the reinforcement ring 1-5, the floating hook 2-1, the frame 2-2, the third steel wire rope 2-3, the fourth steel wire rope 2-4, the second lug 2-5, the ring 4-1, the moving part 4-2 and other terms, but the possibility of using other terms is not excluded; these terms are used only for more convenient description and explanation The essence of the utility model; interpreting them as any kind of additional restrictions is against the spirit of the utility model.
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109110629A (en) * | 2018-10-12 | 2019-01-01 | 中铁六局集团广州工程有限公司 | A kind of hoisting device for reinforcement cage |
| CN109594554A (en) * | 2018-11-01 | 2019-04-09 | 中铁大桥局集团有限公司 | Steel reinforcement cage for marine drilling pile grouting hangs system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109110629A (en) * | 2018-10-12 | 2019-01-01 | 中铁六局集团广州工程有限公司 | A kind of hoisting device for reinforcement cage |
| CN109110629B (en) * | 2018-10-12 | 2023-11-14 | 中铁六局集团有限公司 | A steel cage hoisting device |
| CN109594554A (en) * | 2018-11-01 | 2019-04-09 | 中铁大桥局集团有限公司 | Steel reinforcement cage for marine drilling pile grouting hangs system |
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