Hanging basket for parallel continuous beam construction

Abstract

The embodiment of the utility model discloses a hanging basket for parallel continuous beam construction, and relates to the field of building construction, the hanging basket comprises a lifting rope, the lifting rope is connected with a crane, the crane is arranged on a parallel continuous beam, and the lifting rope is driven by a motor; the side edge hanging baskets are supported through the lifting ropes, the number of the side edge hanging baskets is two, the two side edge hanging baskets are oppositely arranged, and the side edge hanging baskets are installed on the two sides of a beam; the bottom hanging basket is connected with the side hanging baskets, a pouring cavity is defined by the bottom hanging basket and the side hanging baskets, the interior of the pouring cavity is used for pouring cement, construction can be directly conducted on a bridge through mutual cooperation of the side hanging baskets, the bottom hanging basket and a crane, and unnecessary troubles are reduced.

Description

Technical Field

[0001] This application relates to the field of building construction, and in particular to a hanging basket for the construction of parallel continuous beams. Background Technology

[0002] The formwork for bridge construction is a key piece of equipment in cantilever bridge construction, and its design and performance directly affect the safety, efficiency, and quality of the construction. With the continuous advancement of bridge construction technology, the design of formwork is constantly being innovated and optimized to adapt to increasingly complex and demanding construction environments.

[0003] Cantilever construction is a common bridge construction method, particularly suitable for large bridges spanning rivers, streams, or valleys in complex terrain. During cantilever construction, the formwork, serving as a platform to support construction personnel, equipment, and materials, is crucial for stability and safety. Furthermore, as bridge construction scales and construction difficulties increase, the requirements for the formwork's load-bearing capacity, mobility, construction efficiency, and adaptability become increasingly stringent.

[0004] Traditional bridge construction formwork has many limitations. For example, in bridge pouring, conventional formwork cannot meet the existing pouring requirements and cannot be used for direct construction on the bridge, thus reducing construction efficiency. Utility Model Content

[0005] To address the problems existing in the prior art, this utility model provides a hanging basket for parallel continuous beam construction, mainly comprising:

[0006] A lifting rope, which is connected to a crane, which is mounted on a parallel continuous beam, and the lifting rope is driven by a motor;

[0007] The side hanging basket is supported by the suspension rope. There are two side hanging baskets, which are arranged opposite each other. The side hanging baskets are installed on both sides of the beam.

[0008] The bottom hanging basket is connected to the side hanging basket, and the bottom hanging basket and the side hanging basket together form a casting cavity, which is used for casting cement.

[0009] Optionally, in some embodiments of this application, a limiting member is installed on the side of the side hanging basket near the pouring cavity, the limiting member enclosing to form the pouring cavity, and the pouring cavity is separated from the side hanging basket by the limiting member;

[0010] The limiting member is installed on the bottom hanging basket near the side of the pouring cavity, and the limiting member of the bottom hanging basket and the limiting member of the side hanging basket cooperate to form the pouring cavity.

[0011] Optionally, in some embodiments of this application, a connecting rod is provided at one end of the side hanging basket, the connecting rod is connected to the lifting rope at the position facing the crane, and the connecting rod is connected to the bottom hanging basket at the position away from the crane via the lifting rope.

[0012] Optionally, in some embodiments of this application, the width of the connecting rod is 300 mm.

[0013] Optionally, in some embodiments of this application, the method further includes an intermediate component located within the casting cavity, which is connected to the crane via the lifting rope.

[0014] Optionally, in some embodiments of this application, the crane is detachably connected to the beam via a fastener.

[0015] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0016] Construction can be carried out directly on the bridge by coordinating the side hanging baskets, bottom hanging baskets and cranes. At the same time, the 300mm wide connecting rods allow the cranes to support the side hanging baskets and bottom hanging baskets, which facilitates concrete pouring and reduces unnecessary troubles. Attached Figure Description

[0017] To more clearly illustrate the technical solutions in the embodiments of this application, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0018] Figure 1 This is a schematic diagram of the overall structure of the hanging basket for parallel continuous beam construction provided in an embodiment of this application;

[0019] Figure 2 for Figure 1 Enlarged structural diagram at point A in the middle;

[0020] Figure 3 A side view of the crane and parallel continuous beam provided in an embodiment of this application;

[0021] Figure 4 This is a splicing diagram of a parallel continuous beam provided in an embodiment of this application.

[0022] Explanation of reference numerals in the attached figures:

[0023] 100. Lifting rope; 200. Side hanging basket; 210. Limiting component; 220. Connecting rod; 300. Bottom hanging basket; 400. Crane; 410. Fixing component; 420. Fixing rope; 500. Parallel continuous beam; 600. Casting cavity; 610. Intermediate component. Detailed Implementation

[0024] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this application. It is understood that the accompanying drawings are provided for reference and illustration only, and are not intended to limit this application. The connection relationships shown in the accompanying drawings are only for clear description and do not limit the connection method.

[0025] Specifically, such as Figures 1-4 As shown, this application provides a hanging basket for the construction of a parallel continuous beam 500. The hanging basket is supported by a crane 400, and a lifting rope 100 is provided on the crane 400. The hanging basket is raised and lowered by the lifting rope 100.

[0026] Specifically, the hanging basket includes a side hanging basket 200 and a bottom hanging basket 300. There are two side hanging baskets 200, and the two side hanging baskets 200 are arranged opposite each other, so that a pouring cavity 600 is formed between the two side hanging baskets 200. The pouring cavity 600 is used to pour concrete to form a bridge. At the same time, a limiting member 210 is provided on one side of the pouring cavity 600, specifically on the side hanging basket 200 facing the pouring cavity 600. The limiting member 210 surrounds the side hanging basket 200 to form the pouring cavity 600.

[0027] In this application, the limiting component 210 is a mold, the shape of which is that of a pre-cast bridge, so that the concrete can be poured into parallel continuous beams 500. Furthermore, depending on the structure of the parallel continuous beams 500, the size of each segment of the parallel continuous beam 500 is different, such as... Figure 4 As shown, the mold size of each limiting member 210 needs to be adjusted.

[0028] In this application, preferably, when it is necessary to change the size of the pouring cavity 600, the length of the side hanging basket 200 is adjusted. In this embodiment of the application, the side hanging basket 200 is a truss structure. By disassembling the structure, the length of the side hanging basket 200 can be adjusted to adapt to different sizes of the pouring cavity 600.

[0029] In this application, a bottom hanging basket 300 is also provided. Part of the bottom hanging basket 300 is connected to the side hanging basket 200, and part of it is connected to the suspension rope 100. Through the cooperation of the side hanging basket 200 and the suspension rope 100, a pouring cavity 600 can be formed to facilitate the pouring of concrete.

[0030] The length of the bottom hanging basket 300 is greater than the distance between the two side hanging baskets 200.

[0031] The bottom hanging basket 300 and the side hanging basket 200 are disassembled and installed with screws, which facilitates the adjustment of the pouring cavity 600. At the same time, the bottom hanging basket 300 is connected to the crane 400 on both sides facing the crane 400 by the lifting rope 100, which facilitates the crane 400 to connect to the bottom hanging basket 300 by the lifting rope 100 and prevents the bottom hanging basket 300 from falling off the side hanging basket 200.

[0032] In this application, preferably, the limiting member 210 can be installed on the side of the bottom hanging basket 300 facing the pouring cavity 600, and the limiting member 210 is placed horizontally.

[0033] In this application, preferably, a fixing point is provided at the middle position on the side of the bottom hanging basket 300 facing the crane 400. This fixing point is connected to the crane 400 by a lifting rope 100, so that the bottom hanging basket 300 can be fixed by the middle lifting rope 100 and the side lifting rope 100. At the same time, the lifting rope 100 is driven by a motor. At this time, the middle fixing point is located on the outside of the pouring cavity 600, so that the lifting rope 100 at this position is not poured when the concrete is poured.

[0034] In this application, during bridge construction, the bridge deck requires a certain width, but existing products cannot provide sufficient width for pouring at once, necessitating the use of multiple sets of formwork for construction. Specifically:

[0035] In this application, the cross section of the bridge is constructed by combining three sets of parallel continuous beams 500. However, in the existing equipment, the casting cavity 600 enclosed by the side hanging basket 200 and the bottom hanging basket 300 can only form one set of parallel continuous beams 500. Therefore, it is necessary to optimize the side hanging basket 200 to facilitate the formation of multiple sets of parallel continuous beams 500.

[0036] To address the aforementioned issues, this application includes a connecting rod 220 at one end of the side hanging basket 200. One end of the connecting rod 220 is connected to the crane 400 via a lifting rope 100, and the other end is connected to the bottom hanging basket 300 via a lifting rope 100. In this application, the connecting rod 220 is 30 cm wide, ensuring that when parallel continuous beams 500 are formed within the casting cavity 600, the gap between the beams and the beam supports is 30 cm, facilitating the movement of the lifting rope 100 within this gap for the construction of the next parallel continuous beam 500.

[0037] In this application, it is preferable that the width of the connecting rod 220 is less than 30 cm, which makes it easier to move the connecting rod 220.

[0038] Meanwhile, in this embodiment of the application, in order to form the parallel continuous beam 500, an intermediate component 610 is provided in the casting cavity 600. The intermediate component 610 is located at the center of the casting cavity 600. When the casting is completed, the intermediate component 610 is removed to form an intermediate chamber and complete the construction of the parallel continuous beam 500.

[0039] In this application, since the gap between the two parallel continuous beams 500 is only 30 cm, the two adjacent parallel continuous beams 500 cannot be poured at the same time. At this time, it is necessary to move the corresponding crane 400 so that the two parallel continuous beams 500 can be poured in a staggered manner.

[0040] To achieve this process, in this application, the crane 400 is installed and fixed by fastener 410, specifically as follows:

[0041] The fixing member 410 is connected to the crane 400 by a fixing rope 420. The crane 400 is placed on the parallel continuous beam 500. The fixing rope 420 passes through the gap between the two parallel continuous beams 500 and is connected to the fixing member 410, so that the crane 400 is fixedly supported by the fixing member 410 to achieve the fixation of the crane 400.

[0042] When the crane 400 needs to be moved, the fixing part 410 is loosened so that the crane 400 can be moved to facilitate the pouring of the parallel continuous beam 500 at the front position.

[0043] The above embodiments are only used to illustrate the technical methods of this utility model and are not intended to limit it. Although this utility model has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can be made to the technical methods of this utility model without departing from the spirit and scope of the technical methods of this utility model.

Claims

1. A hanging basket for construction of parallel continuous beams, characterized in that, include: A lifting rope, which is connected to a crane, which is mounted on a parallel continuous beam, and the lifting rope is driven by a motor; The side hanging basket is supported by the suspension rope. There are two side hanging baskets, which are arranged opposite each other. The side hanging baskets are installed on both sides of the beam. The bottom hanging basket is connected to the side hanging basket, and the bottom hanging basket and the side hanging basket together form a casting cavity, which is used for casting cement.

2. The hanging basket for parallel continuous beam construction according to claim 1, characterized in that, A limiting member is installed on the side of the side hanging basket near the pouring cavity. The limiting member encloses and forms the pouring cavity, which is separated from the side hanging basket by the limiting member. The limiting member is installed on the bottom hanging basket near the side of the pouring cavity, and the limiting member of the bottom hanging basket and the limiting member of the side hanging basket cooperate to form the pouring cavity.

3. The hanging basket for parallel continuous beam construction according to claim 1, characterized in that, A connecting rod is provided at one end of the side hanging basket. The connecting rod is connected to the hoisting rope at the position facing the crane, and the connecting rod is connected to the bottom hanging basket at the position away from the crane via the hoisting rope.

4. A hanging basket for parallel continuous beam construction according to claim 3, characterized in that, The width of the connecting rod is 300mm.

5. A hanging basket for parallel continuous beam construction according to claim 1, characterized in that, It also includes an intermediate component located inside the casting cavity, which is connected to the crane via the lifting rope.

6. A hanging basket for construction of parallel continuous beams according to claim 1, characterized in that, The crane is detachably connected to the beam via fasteners.

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