CN114348888A - Auxiliary device and construction technology for the conversion of the lifting point of the steel cage of the underground continuous wall - Google Patents

Auxiliary device and construction technology for the conversion of the lifting point of the steel cage of the underground continuous wall Download PDF

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CN114348888A
CN114348888A CN202210011770.0A CN202210011770A CN114348888A CN 114348888 A CN114348888 A CN 114348888A CN 202210011770 A CN202210011770 A CN 202210011770A CN 114348888 A CN114348888 A CN 114348888A
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reinforcement cage
section
auxiliary device
underground continuous
continuous wall
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李成伟
罗利
付华永
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China MCC5 Group Corp Ltd
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China MCC5 Group Corp Ltd
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Abstract

The invention provides an underground continuous wall steel reinforcement cage hoisting point conversion auxiliary device and a construction process, wherein the underground continuous wall steel reinforcement cage hoisting point conversion auxiliary device comprises a main section and an auxiliary section, and the main section and the auxiliary section are detachably connected; the main section and the auxiliary section have the same structure and are both formed by frames, and each frame comprises an inclined supporting part; the base is arranged at one end of the inclined supporting part; the top seat is arranged at the other end of the inclined supporting part; and the middle supporting part is connected with the middle of the inclined supporting part. The invention has simple structure and strong operability; the construction method is simple to operate and high in speed; the installation time is short, the efficiency is high, the time cost can be saved, the safety is improved, and the like; the base penetrates through the reinforcement cage and is supported by multi-directional stress, so that the stability is guaranteed, the base is not easy to deform under external force, the traditional construction method is changed, and the safety of a conductor worker is effectively guaranteed; the base passes through the steel reinforcement cage, has increased twice and has worn the thick stick in other words, has improved the factor of safety of steel reinforcement cage hoist and mount simultaneously.

Description

地下连续墙钢筋笼吊点转换辅助装置及施工工艺Auxiliary device and construction technology for the conversion of the lifting point of the steel cage of the underground continuous wall

技术领域technical field

本发明涉及钢筋笼吊点转换技术领域,具体而言,涉及一种地下连续墙钢筋笼吊点转换辅助装置及施工工艺。The invention relates to the technical field of steel cage hanging point conversion, in particular to an auxiliary device and construction technology for the conversion of steel cage hanging points of an underground continuous wall.

背景技术Background technique

在地下连续墙施工过程中,钢筋笼吊装时需要进行3次吊点转换。最后一次吊点转换需要将穿杠(定位扁担)穿过钢筋笼,将钢筋笼通过穿杠(定位扁担)搁置在导墙上。由于钢筋笼顶吊筋兼具钢筋笼定位作用,故其长度相对较长(一般为2.5m左右),司索工无法在地面上完成吊点转换。During the construction of the underground diaphragm wall, three lifting point conversions are required when the steel cage is hoisted. The last lifting point conversion requires passing the bar (positioning pole) through the steel cage, and placing the steel cage on the guide wall through the bar (positioning the pole). Since the hanging bar on the top of the steel cage also has the function of positioning the steel cage, its length is relatively long (usually about 2.5m), and the cable operator cannot complete the conversion of the lifting point on the ground.

普遍做法是先将穿杠(定位扁担)穿过钢筋笼,将钢筋笼通过穿杠(定位扁担)搁置在导墙上,再由司索工爬到钢筋笼上进行吊点转换,因此现有技术主要缺点如下:1.司索工需要攀爬到钢筋笼上进行操作,效率较低;2.存在一定安全隐患,若钢筋笼穿杠(定位扁担)断裂导致钢筋笼脱落或司索工踩空发生坠落将产生严重危害。The common practice is to first pass the bar (positioning pole) through the rebar cage, and place the rebar cage on the guide wall through the bar (positioning pole), and then the slinger climbs onto the rebar cage to convert the hanging point. The main disadvantages of the technology are as follows: 1. The cable operator needs to climb on the steel cage to operate, which is inefficient; 2. There are certain safety hazards. A fall from the air will cause serious hazard.

发明内容SUMMARY OF THE INVENTION

本发明旨在至少解决现有技术中存在的技术问题之一。The present invention aims to solve at least one of the technical problems existing in the prior art.

为此,本发明第一方面提供了一种地下连续墙钢筋笼吊点转换辅助装置。To this end, the first aspect of the present invention provides an auxiliary device for converting the reinforced cage of an underground continuous wall.

本发明第二方面提供了一种地下连续墙钢筋笼吊点转换辅助装置的施工工艺。A second aspect of the present invention provides a construction process for an auxiliary device for converting a reinforcing point of a reinforcing bar cage of an underground continuous wall.

本发明提供了一种地下连续墙钢筋笼吊点转换辅助装置,包括:The invention provides an auxiliary device for converting a steel cage of an underground continuous wall, comprising:

主节和副节,所述主节和所述副节可拆卸连接;a main section and a subsection, the main section and the subsection are detachably connected;

所述主节和所述副节结构相同,并均由框架构成,所述框架包括:The main section and the secondary section have the same structure and are both composed of a frame, and the frame includes:

斜撑部;diagonal brace;

底座,设置于所述斜撑部的一端;a base, arranged at one end of the diagonal brace;

顶座,设置于所述斜撑部的另一端;a top seat, arranged at the other end of the diagonal brace;

中撑部,连接所述斜撑部的中间;a middle support part, connecting the middle of the diagonal support part;

其中,所述主节和所述副节在底座、顶座、中撑部形成可拆卸连接。Wherein, the main section and the sub-section form a detachable connection at the base, the top seat and the middle support.

本发明提出的地下连续墙钢筋笼吊点转换辅助装置,包括主节和副节。其中,主节和副节均由框架构成,且框架包括斜撑部、底座、顶座和中撑部。主节和副节可拆卸连接,因此能够保证在钢筋笼就位后,依旧能够完成主节和副节的组装,从而操作人员进行吊点转换时,在主节和副节构成的本体上进行即可,从而保证了操作人员的安全。斜撑部用于将底座和顶座连接在一起,确保整体的连接强度。中撑部用于确保主节和副节连接后,确保整体结构中部的连接强度,从而进一步地提高了装置的连接性,避免操作过程中的断裂。The auxiliary device for converting the reinforced cage of the underground continuous wall proposed by the present invention includes a main section and a subsection. Wherein, the main section and the sub-section are both constituted by a frame, and the frame includes a diagonal bracing part, a base, a top seat and a middle bracing part. The main section and the sub-section can be detachably connected, so it can ensure that the main section and the sub-section can still be assembled after the reinforcement cage is in place, so that when the operator switches the lifting point, the main section and the sub-section are formed. That is, to ensure the safety of the operator. The diagonal braces are used to connect the base and the top base together to ensure the overall connection strength. The middle support part is used to ensure the connection strength of the middle part of the overall structure after the main section and the auxiliary section are connected, so as to further improve the connection of the device and avoid breakage during operation.

根据本发明上述技术方案的地下连续墙钢筋笼吊点转换辅助装置,还可以具有以下附加技术特征:According to the above-mentioned technical scheme of the present invention, the auxiliary device for converting the reinforced cage of the underground continuous wall reinforcement cage can also have the following additional technical features:

在上述技术方案中,所述斜撑部包括:In the above technical solution, the diagonal brace includes:

斜撑架;diagonal brace;

踏板,连接于所述斜撑架之间。The pedal is connected between the diagonal braces.

在本技术方案中,斜撑部包括斜撑架和踏板。斜撑架可以由强度高的金属杆构成,踏板同样由强度高的金属板构成。因此斜撑架和塔板能够形成倾斜的梯子结构,从而方便操作人员的攀爬,确保在吊点转换时的安全。此外,斜撑架和塔板可以采用螺栓连接的方式,或者焊接的方式。In this technical solution, the diagonal bracing portion includes a diagonal bracing frame and a pedal. The diagonal braces may be formed of high-strength metal rods, and the pedals may also be formed of high-strength metal plates. Therefore, the inclined support frame and the tower plate can form an inclined ladder structure, so as to facilitate the climbing of the operator and ensure the safety when the lifting point is changed. In addition, the diagonal braces and the trays can be bolted or welded.

在上述技术方案中,所述底座由至少两组承载件构成,所述承载件的下端形成平整的接触面,以和地面接触,所述承载件的上端形成第一安装面,所述斜撑架的一端安装于所述第一安装面。In the above technical solution, the base is composed of at least two sets of bearing members, the lower end of the bearing member forms a flat contact surface to contact the ground, the upper end of the bearing member forms a first installation surface, the diagonal support One end of the frame is mounted on the first mounting surface.

在本技术方案中,底座由至少两组承载件构成。承载件可以为强度高的金属板或金属架构成。其下端面要足够平整,从而为整个装置提供稳定的支撑力,避免装置晃动,进一步地保证操作人员的安全。此外,可以增加稳定结构,例如在承载件的两端增加配重块,从而进一步地提高装置的稳定性。In this technical solution, the base is composed of at least two sets of bearing members. The carrier can be composed of a high-strength metal plate or a metal frame. The lower end surface should be flat enough to provide a stable support force for the whole device, avoid the device from shaking, and further ensure the safety of the operator. In addition, stabilizing structures can be added, such as adding weights at both ends of the carrier, so as to further improve the stability of the device.

在上述技术方案中,所述主节的承载件和所述副节的承载件对接并构成可拆卸连接结构。In the above technical solution, the carrier of the main section and the carrier of the secondary section are butted to form a detachable connection structure.

在本技术方案中,主节的承载件和副节的承载件对接并构成可拆卸连接结构。具体地,在安装时,副节的承载件一端插入到主节的承载件一端,并由螺栓进行紧固,从而形成稳定可靠的可拆卸连接。In this technical solution, the carrier of the main section and the carrier of the secondary section are butted to form a detachable connection structure. Specifically, during installation, one end of the bearing member of the secondary section is inserted into one end of the bearing member of the main section, and is fastened by bolts, thereby forming a stable and reliable detachable connection.

在上述技术方案中,所述顶座由至少两组连接件构成,所述连接件的下端形成第二安装面,所述斜撑架的另一端安装于所述第二安装面。In the above technical solution, the top seat is composed of at least two sets of connecting pieces, the lower ends of the connecting pieces form a second mounting surface, and the other end of the diagonal brace is mounted on the second mounting surface.

在本技术方案中,顶座由至少两组连接件构成。连接件可以为强度高的金属架构成。In this technical solution, the top seat is composed of at least two sets of connecting pieces. The connecting piece can be made of a high-strength metal frame.

在上述技术方案中,所述斜撑架的另一端和所述第二安装面可拆卸连接。In the above technical solution, the other end of the diagonal brace is detachably connected to the second installation surface.

在本技术方案中,斜撑架和第二安装面可拆卸连接。具体地,采用螺栓的连接方式,从而方便拆卸以及安装。此外,也可以采用焊接的连接方式,从而保证两者的连接强度。In this technical solution, the diagonal brace and the second installation surface are detachably connected. Specifically, the connection method of bolts is adopted, so as to facilitate disassembly and installation. In addition, a welding connection method can also be used to ensure the connection strength of the two.

在上述技术方案中,所述主节的连接件和所述副节的连接件对接并构成可拆卸连接结构。In the above technical solution, the connecting piece of the main section and the connecting piece of the secondary section are butted to form a detachable connecting structure.

在本技术方案中,主节的连接件和副节的连接对接并构成可拆卸连接结构。具体地,副节的连接件一端插入到主节的连接件一端,并由螺栓进行紧固,从而形成稳定可靠的连接方式,便于两者的拆卸以及安装。In this technical solution, the connecting piece of the main section and the connection of the sub-section are butted to form a detachable connection structure. Specifically, one end of the connecting piece of the secondary section is inserted into one end of the connecting piece of the main section, and is fastened by bolts, thereby forming a stable and reliable connection mode, which is convenient for disassembly and installation of the two.

在上述技术方案中,所述中撑部至少由两组支撑件构成,所述支撑件连接于所述斜撑架,且所述主节的支撑件和所述副节的支撑件对接并构成可拆卸连接结构。In the above technical solution, the middle support part is composed of at least two sets of support parts, the support parts are connected to the diagonal support frame, and the support parts of the main section and the support parts of the auxiliary section are butted together to form a structure. Detachable connection structure.

在本技术方案中,中撑部至少由两组支撑件构成。支撑件采用强度高的金属架构成。副节的支撑件一端插入到主节的支撑件一端,并由螺栓进行紧固,从而形成稳定可靠的连接方式,便于两者的拆卸以及安装。In this technical solution, the middle support portion is composed of at least two sets of support members. The support is made of a high-strength metal frame. One end of the supporting piece of the secondary section is inserted into one end of the supporting piece of the main section, and is fastened by bolts, so as to form a stable and reliable connection mode, which is convenient for the disassembly and installation of the two.

在上述技术方案中,所述斜撑部、底座和顶座构成三角形结构。In the above technical solution, the diagonal brace, the base and the top base form a triangular structure.

在本技术方案中,装置整体呈三角形结构,即底座的长度大于顶座的长度,从而提高装置本体的稳定性,避免装置的晃动,进一步地确保操作人员的安全。In this technical solution, the device has a triangular structure as a whole, that is, the length of the base is longer than that of the top seat, thereby improving the stability of the device body, avoiding the shaking of the device, and further ensuring the safety of operators.

本发明还提供了一种地下连续墙钢筋笼吊点转换辅助装置的施工工艺,使用如上述技术方案所述的地下连续墙钢筋笼吊点转换辅助装置,包括如下步骤:The present invention also provides a construction process of an auxiliary device for converting the reinforced cage of an underground diaphragm wall, using the auxiliary device for converting the hoisting point of an underground continuous wall steel cage, including the following steps:

加工主节和副节的框架;Machining the frame of the main and sub-sections;

吊放钢筋笼至预定位置;Hang the steel cage to the predetermined position;

用穿杠或定位扁担将钢筋笼搁置在导墙上;Use a bar or a positioning pole to place the steel cage on the guide wall;

将主节穿过钢筋笼并放置在导墙上;Pass the main section through the steel cage and place it on the guide wall;

将副节和主节对接并固定;Connect and fix the subsection and main section;

吊点转换操作;Lifting point conversion operation;

吊点转换操作完成后,拆除副节;After the lifting point conversion operation is completed, remove the sub-section;

拆除主节。Remove the main section.

本发明与现有技术相比,具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

1.装置结构简单,稳定可靠,可操作性强;1. The device has a simple structure, is stable and reliable, and has strong operability;

2.施工方法操作简单,速度快;2. The construction method is simple and fast;

3.拥有安装时间短,效率高,可以节省时间成本,提高安全性等优点;3. It has the advantages of short installation time, high efficiency, saving time and cost, and improving safety;

4.底座穿过钢筋笼,有多方向受力支撑,稳定性得到保障,受外力时不易变形,改变了传统的施工方法,司索工安全得到了有效保障;4. The base passes through the steel cage and is supported by multi-directional force, which ensures the stability and is not easily deformed when subjected to external force, which changes the traditional construction method and effectively guarantees the safety of the cable workers;

5.底座穿过钢筋笼,相当于增加了两道穿杠,同时提高了钢筋笼吊装的安全系数。5. The base passes through the steel cage, which is equivalent to adding two passing bars, and at the same time improves the safety factor of the steel cage hoisting.

本发明的附加方面和优点将在下面的描述部分中变得明显,或通过本发明的实践了解到。Additional aspects and advantages of the present invention will become apparent in the description section that follows, or will be learned by practice of the present invention.

附图说明Description of drawings

本发明的上述和/或附加的方面和优点从结合下面附图对实施例的描述中将变得明显和容易理解,其中:The above and/or additional aspects and advantages of the present invention will become apparent and readily understood from the following description of embodiments taken in conjunction with the accompanying drawings, wherein:

图1是本发明的地下连续墙钢筋笼吊点转换辅助装置中主节的主视图;Fig. 1 is the front view of the main section in the underground diaphragm wall reinforcement cage lifting point conversion auxiliary device of the present invention;

图2是本发明的地下连续墙钢筋笼吊点转换辅助装置中主节的侧视图;Fig. 2 is the side view of the main section in the underground diaphragm wall reinforcement cage lifting point conversion auxiliary device of the present invention;

图3是本发明的地下连续墙钢筋笼吊点转换辅助装置中副节的主视图;Fig. 3 is the front view of the sub-section in the auxiliary device for converting the reinforced cage of the underground diaphragm wall of the present invention;

图4是本发明的地下连续墙钢筋笼吊点转换辅助装置中副节的侧视图;Fig. 4 is the side view of the subsection in the auxiliary device for converting the reinforced cage of the underground continuous wall reinforcement cage of the present invention;

图5是本发明的地下连续墙钢筋笼吊点转换辅助装置的使用状态图。Fig. 5 is a state diagram of the use state of the auxiliary device for converting the reinforced cage of the underground diaphragm wall according to the present invention.

其中,图1至图5中附图标记与部件名称之间的对应关系为:Wherein, the corresponding relationship between the reference numerals and the component names in Fig. 1 to Fig. 5 is:

1、主节;2、副节;3、斜撑架;4、踏板;5、承载件;6、连接件;7、支撑件。1. Main section; 2. Secondary section; 3. Diagonal bracket; 4. Pedals; 5. Bearing part; 6. Connecting part; 7. Supporting part.

具体实施方式Detailed ways

为了能够更清楚地理解本发明的上述目的、特征和优点,下面结合附图和具体实施方式对本发明进行进一步的详细描述。需要说明的是,在不冲突的情况下,本申请的实施例及实施例中的特征可以相互组合。In order to understand the above objects, features and advantages of the present invention more clearly, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features in the embodiments may be combined with each other in the case of no conflict.

在下面的描述中阐述了很多具体细节以便于充分理解本发明,但是,本发明还可以采用其它不同于在此描述的方式来实施,因此,本发明的保护范围并不受下面公开的具体实施例的限制。Many specific details are set forth in the following description to facilitate a full understanding of the present invention. However, the present invention can also be implemented in other ways different from those described herein. Therefore, the protection scope of the present invention is not limited by the specific implementation disclosed below. example limitations.

下面参照图1至图5来描述根据本发明一些实施例提供的地下连续墙钢筋笼吊点转换辅助装置及施工工艺。1 to 5 , the auxiliary device and construction process for the conversion of the hanging point of the reinforcement cage of the underground diaphragm wall provided according to some embodiments of the present invention will be described below.

本申请的一些实施例提供了一种地下连续墙钢筋笼吊点转换辅助装置。Some embodiments of the present application provide an auxiliary device for converting a steel cage of an underground diaphragm wall.

如图1至图5所示,本发明第一个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,包括主节1和副节2,所述主节1和所述副节2可拆卸连接;所述主节1和所述副节2结构相同,并均由框架构成,所述框架包括:斜撑部;底座,设置于所述斜撑部的一端;顶座,设置于所述斜撑部的另一端;中撑部,连接所述斜撑部的中间;其中,所述主节1和所述副节2在底座、顶座、中撑部形成可拆卸连接。As shown in FIG. 1 to FIG. 5 , the first embodiment of the present invention proposes an auxiliary device for converting a steel cage of an underground diaphragm wall, including a main section 1 and a subsection 2 , the main section 1 and the subsection 2. Removable connection; the main section 1 and the secondary section 2 have the same structure, and are both composed of a frame, and the frame includes: a diagonal brace; a base, arranged at one end of the diagonal brace; At the other end of the diagonal bracing part; the middle bracing part is connected to the middle of the diagonal bracing part; wherein, the main section 1 and the sub-section 2 are detachably connected at the base, the top seat, and the middle bracing part.

本发明提出的地下连续墙钢筋笼吊点转换辅助装置,包括主节1和副节2。其中,主节1和副节2均由框架构成,且框架包括斜撑部、底座、顶座和中撑部。主节1和副节2可拆卸连接,因此能够保证在钢筋笼就位后,依旧能够完成主节1和副节2的组装,从而操作人员进行吊点转换时,在主节1和副节2构成的本体上进行即可,从而保证了操作人员的安全。斜撑部用于将底座和顶座连接在一起,确保整体的连接强度。中撑部用于确保主节1和副节2连接后,确保整体结构中部的连接强度,从而进一步地提高了装置的连接性,避免操作过程中的断裂。The auxiliary device for converting the suspension point of the steel cage of the underground continuous wall proposed by the present invention includes a main section 1 and a sub-section 2 . Wherein, the main section 1 and the sub-section 2 are both constituted by a frame, and the frame includes a diagonal support part, a base, a top seat and a middle support part. The main section 1 and the sub-section 2 are detachably connected, so it can ensure that the main section 1 and the sub-section 2 can still be assembled after the reinforcement cage is in place, so that when the operator switches the lifting point, the main section 1 and the sub-section 2 can be carried out on the body composed of 2, thus ensuring the safety of the operator. The diagonal braces are used to connect the base and the top base together to ensure the overall connection strength. The middle support part is used to ensure the connection strength of the middle part of the overall structure after the main section 1 and the secondary section 2 are connected, thereby further improving the connection of the device and avoiding breakage during operation.

本发明第二个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在第一个实施例的基础上,所述斜撑部包括:斜撑架3;踏板4,连接于所述斜撑架3之间。The second embodiment of the present invention proposes an auxiliary device for converting the hanging point of a reinforcing bar cage of an underground continuous wall, and on the basis of the first embodiment, the diagonal bracing part includes: a diagonal bracing frame 3; a pedal 4, which is connected to the between the diagonal braces 3 .

在本实施例中,斜撑部包括斜撑架3和踏板4。斜撑架3可以由强度高的金属杆构成,踏板4同样由强度高的金属板构成。因此斜撑架3和塔板能够形成倾斜的梯子结构,从而方便操作人员的攀爬,确保在吊点转换时的安全。此外,斜撑架3和塔板可以采用螺栓连接的方式,或者焊接的方式。In this embodiment, the diagonal bracing portion includes a diagonal bracing frame 3 and a pedal 4 . The diagonal brace 3 may be formed of a high-strength metal rod, and the pedal 4 may also be formed of a high-strength metal plate. Therefore, the inclined support frame 3 and the tower plate can form an inclined ladder structure, so as to facilitate the climbing of the operator and ensure the safety when the lifting point is changed. In addition, the diagonal brace 3 and the tray can be bolted or welded.

本发明第三个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述底座由至少两组承载件5构成,所述承载件5的下端形成平整的接触面,以和地面接触,所述承载件5的上端形成第一安装面,所述斜撑架3的一端安装于所述第一安装面。The third embodiment of the present invention proposes an auxiliary device for converting the reinforced cage of an underground continuous wall, and on the basis of any of the above embodiments, the base is composed of at least two sets of bearing members 5, and the bearing members 5 The lower end of the carrier 5 forms a flat contact surface to contact the ground, the upper end of the carrier 5 forms a first installation surface, and one end of the diagonal brace 3 is installed on the first installation surface.

在本实施例中,底座由至少两组承载件5构成。承载件5可以为强度高的金属板或金属架构成。其下端面要足够平整,从而为整个装置提供稳定的支撑力,避免装置晃动,进一步地保证操作人员的安全。此外,可以增加稳定结构,例如在承载件5的两端增加配重块,从而进一步地提高装置的稳定性。In this embodiment, the base is composed of at least two sets of bearing members 5 . The carrier 5 may be formed of a high-strength metal plate or a metal frame. The lower end surface should be flat enough to provide a stable support force for the whole device, avoid the device from shaking, and further ensure the safety of the operator. In addition, stable structures can be added, such as adding weights at both ends of the carrier 5, so as to further improve the stability of the device.

本发明第四个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述主节1的承载件5和所述副节2的承载件5对接并构成可拆卸连接结构。The fourth embodiment of the present invention proposes an auxiliary device for converting the reinforced cage of an underground diaphragm wall, and on the basis of any of the above-mentioned embodiments, the bearing member 5 of the main section 1 and the bearing member 5 of the secondary section 2 The pieces 5 are butted together to form a detachable connection structure.

在本实施例中,主节1的承载件5和副节2的承载件5对接并构成可拆卸连接结构。具体地,在安装时,副节2的承载件5一端插入到主节1的承载件5一端,并由螺栓进行紧固,从而形成稳定可靠的可拆卸连接。In this embodiment, the carrier 5 of the main segment 1 and the carrier 5 of the secondary segment 2 are butted to form a detachable connection structure. Specifically, during installation, one end of the bearing member 5 of the secondary section 2 is inserted into one end of the bearing member 5 of the main section 1 and fastened by bolts, thereby forming a stable and reliable detachable connection.

本发明第五个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述顶座由至少两组连接件6构成,所述连接件6的下端形成第二安装面,所述斜撑架3的另一端安装于所述第二安装面。The fifth embodiment of the present invention proposes an auxiliary device for converting a steel cage of an underground diaphragm wall, and on the basis of any of the above-mentioned embodiments, the top seat is composed of at least two sets of connecting pieces 6, and the connecting pieces The lower end of 6 forms a second mounting surface, and the other end of the diagonal brace 3 is mounted on the second mounting surface.

在本实施例中,顶座由至少两组连接件6构成。连接件6可以为强度高的金属架构成。In this embodiment, the top seat is composed of at least two sets of connecting pieces 6 . The connector 6 may be formed of a high-strength metal frame.

本发明第六个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述斜撑架3的另一端和所述第二安装面可拆卸连接。The sixth embodiment of the present invention proposes an auxiliary device for converting the hanging point of a reinforcing bar cage of an underground continuous wall, and on the basis of any of the above embodiments, the other end of the diagonal brace 3 and the second installation surface can be Remove the connection.

在本实施例中,斜撑架3和第二安装面可拆卸连接。具体地,采用螺栓的连接方式,从而方便拆卸以及安装。此外,也可以采用焊接的连接方式,从而保证两者的连接强度。In this embodiment, the diagonal brace 3 and the second installation surface are detachably connected. Specifically, the connection method of bolts is adopted, so as to facilitate disassembly and installation. In addition, a welding connection method can also be used to ensure the connection strength of the two.

本发明第七个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述主节1的连接件6和所述副节2的连接件6对接并构成可拆卸连接结构。The seventh embodiment of the present invention proposes an auxiliary device for converting the lifting point of a reinforcing bar cage of an underground continuous wall, and on the basis of any of the above-mentioned embodiments, the connecting piece 6 of the main section 1 and the connection of the sub-section 2 are connected The pieces 6 are butted together to form a detachable connection structure.

在本实施例中,主节1的连接件6和副节2的连接对接并构成可拆卸连接结构。具体地,副节2的连接件6一端插入到主节1的连接件6一端,并由螺栓进行紧固,从而形成稳定可靠的连接方式,便于两者的拆卸以及安装。In this embodiment, the connection piece 6 of the main segment 1 and the connection of the secondary segment 2 are butted to form a detachable connection structure. Specifically, one end of the connecting piece 6 of the secondary section 2 is inserted into one end of the connecting piece 6 of the main section 1 and fastened by bolts, thereby forming a stable and reliable connection, which is convenient for disassembly and installation of the two.

本发明第八个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述中撑部至少由两组支撑件7构成,所述支撑件7连接于所述斜撑架3,且所述主节1的支撑件7和所述副节2的支撑件7对接并构成可拆卸连接结构。The eighth embodiment of the present invention proposes an auxiliary device for converting a steel cage of an underground diaphragm wall, and on the basis of any of the above-mentioned embodiments, the middle support part is composed of at least two sets of support members 7, and the support The member 7 is connected to the diagonal brace 3, and the support member 7 of the main section 1 and the support member 7 of the secondary section 2 are butted together to form a detachable connection structure.

在本实施例中,中撑部至少由两组支撑件7构成。支撑件7采用强度高的金属架构成。副节2的支撑件7一端插入到主节1的支撑件7一端,并由螺栓进行紧固,从而形成稳定可靠的连接方式,便于两者的拆卸以及安装。In this embodiment, the middle support portion is composed of at least two sets of support members 7 . The support 7 is made of a metal frame with high strength. One end of the support member 7 of the secondary section 2 is inserted into one end of the support member 7 of the main section 1, and is fastened by bolts, thereby forming a stable and reliable connection mode, which is convenient for disassembly and installation of the two.

本发明第九个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置,且在上述任一实施例的基础上,所述斜撑部、底座和顶座构成三角形结构。The ninth embodiment of the present invention proposes an auxiliary device for converting the suspension point of an underground continuous wall reinforcing bar cage, and on the basis of any of the above embodiments, the diagonal brace, the base and the top base form a triangular structure.

在本实施例中,装置整体呈三角形结构,即底座的长度大于顶座的长度,从而提高装置本体的稳定性,避免装置的晃动,进一步地确保操作人员的安全。In this embodiment, the device has a triangular structure as a whole, that is, the length of the base is longer than that of the top seat, thereby improving the stability of the device body, avoiding the shaking of the device, and further ensuring the safety of the operator.

本发明第十个实施例提出了一种地下连续墙钢筋笼吊点转换辅助装置的施工工艺,使用如上述实施例所述的地下连续墙钢筋笼吊点转换辅助装置,包括如下步骤:The tenth embodiment of the present invention proposes a construction process of an auxiliary device for converting the reinforced cage of an underground diaphragm wall, using the auxiliary device for converting the hoisting point of an underground continuous wall steel cage, including the following steps:

加工主节和副节的框架;Machining the frame of the main and sub-sections;

吊放钢筋笼至预定位置;Hang the steel cage to the predetermined position;

用穿杠或定位扁担将钢筋笼搁置在导墙上;Use a bar or a positioning pole to place the steel cage on the guide wall;

将主节穿过钢筋笼并放置在导墙上;Pass the main section through the steel cage and place it on the guide wall;

将副节和主节对接并固定;Connect and fix the subsection and main section;

吊点转换操作;Lifting point conversion operation;

吊点转换操作完成后,拆除副节;After the lifting point conversion operation is completed, remove the sub-section;

拆除主节。Remove the main section.

在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或实例。而且,描述的具体特征、结构、材料或特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or instance. Furthermore, the particular features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims (10)

1. The utility model provides an underground continuous wall steel reinforcement cage hoisting point conversion auxiliary device which characterized in that includes:
the main section and the auxiliary section are detachably connected;
the main section and the auxiliary section have the same structure and are both formed by a frame, and the frame comprises:
a diagonal portion;
the base is arranged at one end of the inclined supporting part;
the top seat is arranged at the other end of the inclined supporting part;
a middle support part connected with the middle of the inclined support part;
the main section and the auxiliary section form detachable connection at the base, the top seat and the middle support part.
2. The underground continuous wall steel reinforcement cage lifting point conversion auxiliary device of claim 1, wherein the slant support portion comprises:
an oblique bracket;
the pedal is connected between the inclined brackets.
3. An underground continuous wall steel reinforcement cage lifting point conversion auxiliary device according to claim 2, wherein the base is composed of at least two sets of bearing members, the lower ends of the bearing members form a flat contact surface to contact with the ground, the upper ends of the bearing members form a first mounting surface, and one end of the inclined bracket is mounted on the first mounting surface.
4. An underground continuous wall steel reinforcement cage lifting point conversion auxiliary device according to claim 3, wherein the bearing of the main section and the bearing of the secondary section are butted and form a detachable connection structure.
5. The underground continuous wall steel reinforcement cage lifting point conversion auxiliary device of claim 4, wherein the top seat is composed of at least two groups of connecting pieces, the lower ends of the connecting pieces form a second mounting surface, and the other ends of the angle brackets are mounted on the second mounting surface.
6. The underground continuous wall steel reinforcement cage lifting point conversion auxiliary device of claim 5, wherein the other end of the angle bracket is detachably connected with the second mounting surface.
7. An underground continuous wall steel reinforcement cage lifting point conversion auxiliary device according to claim 6, wherein the connecting piece of the main section and the connecting piece of the auxiliary section are butted to form a detachable connecting structure.
8. An underground continuous wall steel reinforcement cage lifting point conversion auxiliary device according to any one of claims 1 to 7, wherein the middle support part is composed of at least two sets of supporting pieces, the supporting pieces are connected to the inclined strut, and the supporting pieces of the main section and the supporting pieces of the secondary section are butted to form a detachable connection structure.
9. The underground continuous wall steel reinforcement cage lifting point conversion auxiliary device of claim 8, wherein the inclined supporting part, the base and the top seat form a triangular structure.
10. A construction process of an underground continuous wall reinforcement cage lifting point conversion auxiliary device, which is characterized in that the underground continuous wall reinforcement cage lifting point conversion auxiliary device of claim 9 is used, and comprises the following steps:
processing frames of the main section and the auxiliary section;
hoisting a reinforcement cage to a preset position;
placing the reinforcement cage on the guide wall by using a penetrating bar or a positioning carrying pole;
the main section penetrates through the reinforcement cage and is placed on the guide wall;
butting and fixing the auxiliary section and the main section;
hoisting point switching operation;
after the hoisting point conversion operation is completed, the auxiliary section is dismantled;
and (5) dismantling the main section.
CN202210011770.0A 2022-01-06 2022-01-06 Auxiliary device and construction technology for the conversion of the lifting point of the steel cage of the underground continuous wall Pending CN114348888A (en)

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CN112340596A (en) * 2020-11-12 2021-02-09 上海建工集团股份有限公司 Hoisting device and hoisting method of steel cage
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CN208166512U (en) * 2018-03-08 2018-11-30 中交武汉港湾工程设计研究院有限公司 A kind of descending frame for the installation of great diameter and long steel reinforcement cage
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