Reinforcement cage device of ultra-deep vertical shaft underground diaphragm wall

Abstract

The utility model relates to a reinforcement cage device of an ultra-deep vertical shaft underground diaphragm wall, and relates to the technical field of water conservancy projects. The reinforcement cage device of the ultra-deep vertical shaft underground diaphragm wall comprises a reinforcement cage body, and lowering limiting devices are installed on the left side and the right side of the reinforcement cage at intervals. By using the limiting plates, the limiting pipes can be fixedly mounted on the limiting plates, and the limiting plates are clamped on the two sides of the reinforcement cage and are fixed, so that the limiting pipes can be vertically and fixedly mounted on the two sides of the reinforcement cage. The limiting pipes are vertically and fixedly installed on the two sides of the reinforcement cage, when the reinforcement cage is placed, the reinforcement cage can be limited, the descending perpendicularity of the reinforcement cage is guaranteed, and the width requirement of a milling connector can be met. And meanwhile, the overall structural strength of the poured reinforcement cage wall cannot be affected, the construction quality can be effectively guaranteed, and the grooving efficiency is improved.

Description

Technical Field

[0001] This application relates to the field of water conservancy engineering technology, and in particular to a steel cage device for a continuous underground wall of an ultra-deep vertical shaft. Background Technology

[0002] With the rapid development of urban construction, underground engineering projects in various regions are also trending towards larger and deeper structures. In order to ensure construction safety, deeper underground continuous walls are needed as support structures.

[0003] Traditional diaphragm walls utilize interlocking pipes or steel joints, which suffer from slow construction efficiency and high risk of joint leakage. With advancements in machinery manufacturing processes, the emergence of twin-wheel trenching machines has offered a new solution to these problems. Based on this equipment, a milling joint process has been developed. This process relies on the interlocking of concrete to form dense diaphragm wall joints, offering significant advantages such as excellent joint waterproofing, stable trenching, high verticality, and minimal construction impact. These advantages have led to the widespread application of this technology in ultra-deep diaphragm wall projects.

[0004] However, when using the milling joint construction process for diaphragm walls, the lowering of the reinforcement cage in the first-order trench can easily encroach on the joint position. This can cause the double-wheel milling machine in the adjacent second-order trench to easily hit the reinforcement cage of the already cast-in-place trench section, resulting in equipment damage, construction delays, increased costs, and serious impact on trenching efficiency. Furthermore, it can affect the overall structural strength of the diaphragm wall and make it impossible to guarantee the quality of construction. Utility Model Content

[0005] To address or partially address the problems existing in related technologies, this application provides a steel cage device for ultra-deep vertical shaft underground continuous walls, which can ensure the overall structural strength of the steel cage wall after construction, effectively guarantee the quality of construction, and improve trenching efficiency.

[0006] This application provides a steel cage device for an ultra-deep vertical shaft underground continuous wall, including a steel cage body, and lowering limit devices are installed at intervals on the left and right sides of the steel cage.

[0007] The lowering limiting device includes: a limiting tube, a fixing plate, and a limiting plate;

[0008] The limiting tube is a cylindrical tube with a cross section, and the diameter of the limiting tube is the same as the width of the milling joint.

[0009] The fixing plate has bent right-angle clamps at both ends, and two fixing through holes are provided on the fixing plate. One end of the fixing plate passes through the limiting tube.

[0010] The limiting plate is provided with a limiting through hole and a limiting slot. The limiting plate is installed on both sides of the limiting tube through the limiting slot, and is connected and fixed to the fixing plate by bolts passing through the limiting through hole and the fixing through hole in sequence, so that the limiting tube is fixedly installed on the fixing plate.

[0011] Optionally, in some embodiments of this application:

[0012] The right-angle clip of the fixing plate is provided with a first pull ring hole;

[0013] The limiting plate has second pull ring holes at both ends.

[0014] Optionally, in some embodiments of this application:

[0015] The lowering limit device also includes: a pull rope;

[0016] The pull rope is installed in each of the first pull ring holes and the second pull ring holes.

[0017] Optionally, in some embodiments of this application:

[0018] The limiting tube is made of plastic.

[0019] The fixing plate and the limiting plate are made of steel.

[0020] Optionally, in some embodiments of this application:

[0021] The installation spacing of the upper limit devices on the left and right sides of the steel cage is 400mm.

[0022] The technical solution provided in this application may include the following beneficial effects:

[0023] This application utilizes limiting plates to fix the limiting tubes on the plates. By securing the limiting plates to both sides of the reinforcing cage, the limiting tubes can be vertically fixed to both sides of the cage. This vertical fixation of the limiting tubes on both sides of the reinforcing cage limits its movement during installation, ensuring the verticality of the cage's descent and meeting the width requirements of the milling joints. Furthermore, during the pouring of the adjacent trench, the concrete automatically fills the limiting tubes. When milling adjacent trenches, only the limiting tubes are milled away, without affecting the overall structural strength of the reinforcing cage wall after pouring. This effectively ensures construction quality and improves trenching efficiency.

[0024] It should be understood that the above general description and the following detailed description are exemplary and explanatory only, and do not limit this application. Attached Figure Description

[0025] The above and other objects, features and advantages of this application will become more apparent from the more detailed description of exemplary embodiments thereof in conjunction with the accompanying drawings, wherein the same reference numerals generally represent the same components in the exemplary embodiments thereof.

[0026] Figure 1 This is a top view of the steel cage device in an embodiment of this application;

[0027] Figure 2 This is a side view of the steel cage device in an embodiment of this application;

[0028] Figure 3 This is a front view of the lowering limiting device in an embodiment of this application;

[0029] Figure 4 This is a rear view schematic diagram of the lowering limiting device in an embodiment of this application;

[0030] Figure 5 This is a schematic diagram of the limiting tube in one embodiment of this application;

[0031] Figure 6 This is a schematic diagram of the structure of the fixing plate in an embodiment of this application;

[0032] Figure 7 This is a schematic diagram of the limiting plate in an embodiment of this application.

[0033] Reference numerals in the attached drawings: 1-reinforcing cage, 2-lowering limiting device, 3-limiting tube, 301-cut surface, 4-fixing plate, 401-right angle clamping plate, 4011-first pull ring hole, 402-fixing through hole, 5-limiting plate, 501-limiting through hole, 502-limiting groove, 503-second pull ring hole. Detailed Implementation

[0034] Embodiments of this application will now be described in more detail with reference to the accompanying drawings. While embodiments of this application are shown in the drawings, it should be understood that this application may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to make this application more thorough and complete, and to fully convey the scope of this application to those skilled in the art.

[0035] It should be understood that although the terms "first," "second," "third," etc., may be used in this application to describe various information, this information should not be limited to these terms. These terms are only used to distinguish information of the same type from one another. For example, without departing from the scope of this application, first information may also be referred to as second information, and similarly, second information may also be referred to as first information. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this application, "multiple" means two or more, unless otherwise explicitly specified.

[0036] In the description of this application, it should be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this application.

[0037] Unless otherwise expressly specified and limited, the terms "installation," "connection," "linking," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0038] When using milling joint construction technology for diaphragm walls, the lowering of the I-sequence trench reinforcement cage 1 can easily encroach on the joint position. This can cause the double-wheel milling machine in the adjacent II-sequence trench to easily hit the already cast-in-place section of reinforcement cage 1, resulting in equipment damage, construction delays, increased costs, and serious impact on trenching efficiency. Furthermore, it can affect the overall structural strength of the diaphragm wall and make it impossible to guarantee the quality of construction.

[0039] To address the aforementioned issues, this application provides a steel cage 1 device for ultra-deep vertical shaft underground continuous wall, which can ensure the overall structural strength of the steel cage 1 wall after construction, effectively guarantee the construction quality, and improve trenching efficiency.

[0040] The technical solutions of the embodiments of this application are described in detail below with reference to the accompanying drawings.

[0041] Figure 1 This is a top view of the steel cage device in an embodiment of this application;

[0042] Figure 2This is a side view of the steel cage device in an embodiment of this application;

[0043] Figure 3 This is a front view of the lowering limiting device in an embodiment of this application;

[0044] Figure 4 This is a rear view schematic diagram of the lowering limiting device in an embodiment of this application;

[0045] Figure 5 This is a schematic diagram of the limiting tube in one embodiment of this application;

[0046] Figure 6 This is a schematic diagram of the structure of the fixing plate in an embodiment of this application;

[0047] Figure 7 This is a schematic diagram of the limiting plate in an embodiment of this application.

[0048] See Figure 1-7 A steel cage 1 device for an ultra-deep vertical shaft underground continuous wall includes a steel cage 1 body, and a lowering limit device 2 is installed at intervals on the left and right sides of the steel cage 1.

[0049] The lowering limiting device 2 includes: a limiting tube 3, a fixing plate 4, and a limiting plate 5.

[0050] The limiting tube 3 is a cylinder with a cross section 301, and the diameter of the limiting tube 3 is the same as the width of the milling joint.

[0051] The fixing plate 4 has two bent right-angle clamping plates 401 at both ends, and two fixing through holes 402 on the fixing plate 4. One end of the fixing plate 4 passes through the limiting tube 3.

[0052] The limiting plate 5 is provided with a limiting through hole 501 and a limiting slot 502. The limiting plate 5 is installed on both sides of the limiting tube 3 through the limiting slot 502, and is connected and fixed to the fixing plate 4 by bolts passing through the limiting through hole 501 and the fixing through hole 402 in sequence, so that the limiting tube 3 is fixedly installed on the fixing plate 4.

[0053] In this embodiment, by using the limiting plate 5, the limiting tube 3 can be fixedly installed on the limiting plate 5. By clamping and fixing the limiting plate 5 on both sides of the reinforcing cage 1, the limiting tube 3 can be vertically fixed on both sides of the reinforcing cage 1. By vertically fixing the limiting tube 3 on both sides of the reinforcing cage 1, the reinforcing cage 1 can be limited during installation, ensuring the verticality of the lowering of the reinforcing cage 1 and meeting the width requirements of the milling joint. At the same time, during the pouring of the sequential trench, the concrete will automatically fill the limiting tube 3. When milling the adjacent sequential trench, only the limiting tube 3 will be milled off, without affecting the overall structural strength of the reinforcing cage 1 wall after pouring. This effectively ensures the quality of construction and improves the trenching efficiency.

[0054] Specifically: the limiting tube 3 is made of plastic, specifically HDPE pipe; the fixing plate 4 and the limiting plate 5 are made of steel.

[0055] In this embodiment, HDPE pipe is used. It is lightweight, has high strength, and a certain degree of toughness. The circular surface of the limiting pipe 3 has a small contact area with the groove wall, making it less likely to get stuck during lowering. The installation is simple and fast.

[0056] Specifically: the right-angle clamping plate 401 of the fixing plate 4 is provided with a first pull ring hole 4011; the two ends of the limiting plate 5 are provided with second pull ring holes 503.

[0057] Specifically, the lowering limit device 2 also includes a pull rope.

[0058] The pull rope is a steel rope (not shown in the attached diagram), and the pull rope is installed in each of the first pull ring holes 4011 and the second pull ring holes 503.

[0059] In this embodiment, after the limiting plate 5 is clipped onto both sides of the reinforcing cage 1, it can be fixed to the reinforcing bars of the reinforcing cage 1 by pulling ropes, facilitating quick installation by construction personnel and improving construction efficiency. Specifically, to ensure the installation stability of the limiting plate 5, after fixing the limiting plate 5 to the reinforcing bars of the reinforcing cage 1 by pulling ropes, the limiting plate 5 is further fixed by welding.

[0060] Specifically, the installation spacing of the upper limit devices on the left and right sides of the steel cage 1 is 400mm.

[0061] In this embodiment, by setting an appropriate installation spacing, the time wasted due to adjusting the position of the limiting device can be reduced, effectively improving construction efficiency.

[0062] The technical solutions in this application have the following beneficial effects:

[0063] This application utilizes a limiting plate 5 to fix the limiting tube 3 onto the limiting plate 5. By clamping and fixing the limiting plate 5 to both sides of the reinforcing cage 1, the limiting tube 3 can be vertically fixed to both sides of the reinforcing cage 1. By vertically fixing the limiting tube 3 to both sides of the reinforcing cage 1, the reinforcing cage 1 can be limited during installation, ensuring its verticality and meeting the width requirements of the milling joint. Simultaneously, during the pouring of the sequential trench, the concrete automatically fills the limiting tube 3. When milling adjacent sequential trenches, only the limiting tube 3 is milled away, without affecting the overall structural strength of the reinforcing cage 1 wall after pouring. This effectively ensures construction quality and improves trenching efficiency.

[0064] Finally, it should be noted that in this document, relationships such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "include," "contain," or any other variations are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus.

[0065] The various embodiments of this application have been described above. These descriptions are exemplary and not exhaustive, nor are they limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and spirit of the described embodiments. The terminology used herein is chosen to best explain the principles, practical application, or improvement of the technology in the market, or to enable others skilled in the art to understand the embodiments disclosed herein.

Claims

1. A steel cage device for a continuous wall in an ultra-deep vertical shaft, comprising the body of a steel cage (1), characterized in that: The steel cage (1) is provided with lowering limit devices (2) at intervals on the left and right sides; The lowering limiting device (2) includes: a limiting tube (3), a fixing plate (4), and a limiting plate (5); The limiting tube (3) is a cylinder with a cross section (301), and the diameter of the limiting tube (3) is the same as the width of the milling joint. The fixed plate (4) is provided with bent right-angle clamps (401) at both ends, and two fixing through holes (402) are provided on the fixed plate (4). One end of the fixed plate (4) passes through the limiting tube (3). The limiting plate (5) is provided with a limiting through hole (501) and a limiting slot (502). The limiting plate (5) is installed on both sides of the limiting tube (3) through the limiting slot (502), and is connected and fixed to the fixing plate (4) by bolts passing through the limiting through hole (501) and the fixing through hole (402) in sequence, so that the limiting tube (3) is fixedly installed on the fixing plate (4).

2. The reinforcing cage device according to claim 1, characterized in that: The right-angle clamping plate (401) of the fixing plate (4) is provided with a first pull ring hole (4011); The limiting plate (5) is provided with second pull ring holes (503) at both ends.

3. The reinforcing cage device according to claim 2, characterized in that: The lowering limiting device (2) further includes: a pull rope; The pull rope is installed in each of the first pull ring hole (4011) and the second pull ring hole (503).

4. The reinforcing cage device according to claim 3, characterized in that: The limiting tube (3) is made of plastic; The fixing plate (4) and the limiting plate (5) are made of steel.

5. The reinforcing cage device according to claim 4, characterized in that: The installation spacing of the upper limit devices on the left and right sides of the steel cage (1) is 400mm.

Images