Recyclable steel wire rope hanging bar for pile foundation reinforcement cage

Abstract

The utility model provides a recyclable steel wire rope hanging bar for a pile foundation reinforcement cage, belongs to the technical field of building construction, and effectively solves the problems of high hoisting risk, high cost and the like of the existing pile foundation reinforcement cage. According to the technical scheme, the device comprises two fixing rings fixedly connected with main reinforcements on the two sides of the top of a reinforcement cage and two vertically-arranged steel wire ropes in hanging fit with the two fixing rings respectively, the lower sides of the steel wire ropes wind around the fixing rings and then extend upwards, and the top ends of the steel wire ropes are bent downwards and bound through upper buckle assemblies to form hanging rings. The hanging ring is matched with a hoisting machinery transverse hanging beam, the steel wire ropes on the two sides above the fixing ring are bound through a middle buckle assembly, the tail ends of the steel wire ropes are bent downwards and bound through a bottom buckle assembly to form a lantern ring, and a carrying pole beam is arranged on the inner side of the lantern ring in a sleeved mode. The steel wire rope hanging bar has the beneficial effects that the steel wire rope hanging bar which can be recycled is provided, the operation is simple and convenient, and the hoisting safety risk is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and more particularly to a recyclable steel wire rope suspension bar for a pile foundation reinforcement cage. Background Art

[0002] In the traditional construction process, after the bored pile hole detection is completed, it is necessary to use lifting rods to lift and lower the steel cage, and the height of the steel cage needs to be controlled according to the actual hole depth.

[0003] Therefore, the most important parameter of traditional hangers is their length, which needs to be calculated based on the ground elevation, the pile top elevation, and the thickness of the ground wood. Then, it is necessary to ensure that the hangers are effectively connected to the steel cage. Hangers are generally welded, and most of them cannot be recycled. In addition, it is necessary to prevent the steel cage from "falling off", which places high demands on the welding quality. When the pile foundation is long and the steel cage is heavy, the hanger length and diameter are large, the lifting risk is high, and it cannot be recycled. When there are more pile foundations and the pile foundations are longer, the cost of investing in the hangers will be higher.

[0004] In summary, during the construction of traditional pile foundation steel cages, there are problems such as difficulty in controlling the length of the suspension bars, high safety risks in hoisting, inability to recycle, and large additional construction investment.

[0005] Therefore how to solve the above-mentioned technical problems just becomes the problem that the utility model faces. Utility Model Content

[0006] The present utility model aims to develop a reusable wire rope hoist during pile foundation construction, especially when installing a pile foundation reinforcement cage at a depth greater than 8m or in water depths exceeding 8m. The invention is simple to operate and reduces lifting safety risks. By using wire rope instead of steel bars, the hoisting bar does not need to be spliced ​​and can be recycled after the concrete pouring of the reinforcement cage is completed, thus saving manpower and material resources. The hoisting bar is highly efficient and easy to use, and the switching of lifting points and working conditions is safe and reliable. The hoisting bar is accurate in length and can precisely control the elevation of the reinforcement cage.

[0007] The utility model solves the technical problem by adopting a technical solution: providing a reusable steel wire rope hanger for a pile foundation reinforcement cage, comprising two fixing rings fixedly connected to the main reinforcements on both sides of the top of the reinforcement cage, and two vertically arranged steel wire ropes respectively connected to the two fixing rings, wherein the lower side of the steel wire rope passes over the fixing rings and then extends upward;

[0008] The top end of the steel wire rope is bent downward and bound by an upper buckle assembly to form a lifting ring, and the lifting ring cooperates with the horizontal lifting beam of the lifting machinery. The steel wire ropes on both sides above the fixed ring are bound by a middle buckle assembly, and the tail end of the steel wire rope is bent downward and bound by a bottom buckle assembly to form a ring, and a shoulder pole beam is provided on the inside of the ring.

[0009] The fixing ring is in a U shape with its opening facing downward and is located inside the steel cage. The outer vertical portion of the fixing ring is fixedly connected to the inner side of the main reinforcement of the steel cage.

[0010] The upper snap assembly, the middle snap assembly and the bottom snap assembly all include a U-shaped ring, a fixing plate is sleeved between the two sides of the U-shaped ring, an arc-shaped groove that cooperates with the steel wire rope is opened at the top center of the fixing plate, and fixing nuts are threadedly connected on both sides of the U-shaped ring, and a spring sheet is provided between the fixing nut and the fixing plate.

[0011] The shoulder pole beam is made of I-beam, and the length of the shoulder pole beam is not less than twice the diameter of the pile foundation hole.

[0012] When the utility model is actually used: the steel wire rope is passed through the fixed ring, the position of the middle buckle assembly is determined by setting the distance between the top steel cage and the pile foundation hole, and then the length of the bottom buckle assembly is adjusted to the calculated length through the middle buckle group, and the middle buckle assembly is buckled, and the steel wire rope is fixed with the upper buckle assembly and the bottom buckle assembly respectively to form a lifting ring, and the upper buckle assembly is hung on the horizontal lifting beam of the lifting machinery to lift the steel cage. When the steel cage is lowered to the ring close to the wellhead, two sets of shoulder beams are used to pass through the ring, and continue to slowly lower it to the designed elevation so that the steel wire rope of the ring part is fully stressed, and then the ring is removed to complete the working condition conversion. After the concrete pouring is completed, the upper buckle assembly and the middle buckle assembly are removed, and the steel wire rope is slowly pulled out as a whole by lifting the ring, so as to realize the recycling of the steel wire rope lifting reinforcement.

[0013] The beneficial effects of the utility model are:

[0014] 1. The utility model has a simple structure and is easy to use. It can accurately control the elevation of the steel cage according to the top wellhead elevation. It is applicable to all steel cage construction, especially pile foundation construction with a burial depth greater than 8m or a water depth exceeding 8m;

[0015] 2. The steel wire rope used in the utility model can be used cyclically, thus saving costs.

[0016] 3. The utility model has less manual participation in the entire hoisting process, and the main work is the installation and removal of the buckles. It is easy to use, efficient, and saves manpower and material resources.

[0017] 4. The utility model is safe and reliable in the conversion of working conditions of lifting points of steel cage hoisting. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a schematic diagram of the overall structure of the utility model;

[0019] Figure 2 for Figure 1 A magnified schematic diagram of area A;

[0020] Figure 3 This is a partial structural diagram of the adjustment component of the utility model.

[0021] Among them, 1. Steel cage; 2. Fixing ring; 3. Steel wire rope; 4. Upper clip assembly; 5. Lifting ring; 6. Middle clip assembly; 7. Bottom clip assembly; 8. Ring; 9. Shoulder beam; 10. U-shaped ring; 11. Fixing plate; 12. Arc groove; 13. Fixing nut; 14. Spring sheet; 15. Pile foundation opening. DETAILED DESCRIPTION

[0022] In order to clearly illustrate the technical features of this solution, this solution is described below through specific implementation methods.

[0023] See also Figures 1 to 3 The present invention provides a reusable steel wire rope suspension bar for a pile foundation reinforcement cage, comprising two fixing rings 2 fixedly connected to the main reinforcement bars on both sides of the top of the reinforcement cage 1 and two vertically arranged steel wire ropes 3 respectively hung and matched with the two fixing rings 2. The lower side of the steel wire rope 3 passes over the fixing ring 2 and extends upward. The top of the steel wire rope 3 is bent downward and bound by an upper snap assembly 4 to form a lifting ring 5. The lifting ring 5 cooperates with the horizontal beam of the lifting machinery. The steel wire ropes 3 on both sides above the fixing ring 2 are bound by a middle snap assembly 6. The tail end of the steel wire rope 3 is bent downward and bound by a bottom snap assembly 7 to form a collar 8. A shoulder beam 9 is sleeved on the inside of the collar 8. The fixing ring 2 is in a U-shape with an opening facing downward and is located on the inside of the reinforcement cage 1. The outer vertical portion of the fixing ring 2 is fixedly connected to the inner side of the main reinforcement of the reinforcement cage 1. The upper, middle, and bottom snap-in assemblies 4, 6, and 7 all include a U-shaped ring 10. A fixing plate 11 is sleeved between the two sides of the U-shaped ring 10. The top center of the fixing plate 11 includes an arcuate groove 12 for engaging the wire rope 3. Fixing nuts 13 are threadedly connected to the two sides of the U-shaped ring 10. A spring leaf 14 is provided between the fixing nut 13 and the fixing plate 11. The shoulder beam 9 is made of I-beam steel and is no less than twice the diameter of the pile opening 15.

[0024] After the concrete is poured, the upper and middle clip assemblies 4 and 6 are removed, and the steel wire rope 3 is slowly pulled out by the lifting ring 8, so that the steel wire rope 3 at the bottom of the pile foundation hole 15 is fully stressed.

[0025] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A recyclable steel wire rope hanger for pile foundation reinforcement cage, characterized in that: It comprises two fixing rings (2) fixedly connected to the main bars on both sides of the top of the reinforcement cage (1) and two vertically arranged steel wire ropes (3) respectively connected to the two fixing rings (2), wherein the lower side of the steel wire rope (3) passes around the fixing rings (2) and then extends upward; The top end of the steel wire rope (3) is bent downward and bound by an upper buckle assembly (4) to form a lifting ring (5), and the lifting ring (5) cooperates with the horizontal beam of the lifting machinery. The steel wire ropes (3) on both sides above the fixed ring (2) are bound by a middle buckle assembly (6), and the tail end of the steel wire rope (3) is bent downward and bound by a bottom buckle assembly (7) to form a ring (8), and a shoulder pole beam (9) is provided inside the ring (8).

2. The recyclable steel wire rope hanger for pile foundation reinforcement cage according to claim 1 is characterized in that: The fixing ring (2) is in a U-shape with its opening facing downward and is located inside the reinforcement cage (1); the outer vertical portion of the fixing ring (2) is fixedly connected to the inner side of the main reinforcement of the reinforcement cage (1).

3. The recyclable steel wire rope hanger for pile foundation reinforcement cage according to claim 1 is characterized in that: The upper snap assembly (4), the middle snap assembly (6) and the bottom snap assembly (7) all include a U-shaped ring (10), a fixing plate (11) is sleeved between the two sides of the U-shaped ring (10), an arc-shaped groove (12) that cooperates with the steel wire rope (3) is opened at the top center of the fixing plate (11), and fixing nuts (13) are threadedly connected on both sides of the U-shaped ring (10), and a spring sheet (14) is provided between the fixing nut (13) and the fixing plate (11).

4. The recyclable steel wire rope hanger for pile foundation reinforcement cage according to claim 1 is characterized in that: The shoulder beam (9) is made of I-steel, and the length of the shoulder beam (9) is not less than twice the diameter of the pile foundation opening (15).

Images