Limited space template rapid mounting and dismounting device

Abstract

The utility model relates to the technical field of template mounting and dismounting, and discloses a device for quickly mounting and dismounting a template in a limited space, which comprises a main body mechanism, and is characterized in that the main body mechanism comprises a ditch body, a pavement base layer, a leveling layer, a steel pipe, universal wheels, a steel plate, a cast-in-place reinforced concrete cover plate, I-shaped steel, a pull rod hole, a through hole, a pull rod body and a matched nut, the pavement base layer is fixedly arranged at the outer end of the ditch body, the leveling layer is fixedly arranged at the upper end of the pavement base layer, the steel pipe is located in the ditch body, the universal wheels are fixedly installed at the lower end of the steel pipe, the universal wheels are located at the upper end of the pavement base layer, and the universal wheels are movably connected with the pavement base layer. According to the quick mounting and dismounting device for the formwork in the limited space, by mounting the main body mechanism, a traditional cast-in-place cover plate support construction technology is changed, original ground welding assembly is adopted, the whole formwork is hoisted to the corresponding position to be fixed, and the quick mounting and dismounting device has the advantages that time consumption is low, the support body can be recycled, cost is saved, and the safety risk is low.

Description

Technical Field

[0001] The utility model relates to the technical field of template installation and disassembly, in particular to a limited space template rapid installation and disassembly device. Background Art

[0002] The traditional cast-in-place cover plate of the central ditch of a highway tunnel is cast with plywood during pouring, and a φ42 steel pipe is used at the bottom for support. A large number of steel pipe racks of different lengths are required for formwork support before each pouring. After the steel pipe rack is erected, the plywood is assembled. After the overall assembly is completed, the concrete can be poured. When removing the formwork, the operator needs to enter the drainage ditch, remove the steel pipe brackets one by one and drag them out of the ditch, and then remove the formwork and drag it out. The overall process is: bracket erection → formwork installation and reinforcement → concrete pouring → bracket removal → formwork removal. The process is complicated, and the installation and removal workload is large. In addition, the central ditch of the tunnel is small in size, only 1m wide and 0.6m high. When performing dismantling operations inside, there are the following risks: small space and poor viewing conditions; limited space for operators to move around, low removal and installation efficiency, time-consuming and labor-intensive; complicated bracket erection process, large safety hazards; difficult to clean up internal debris after demolding, affecting the overall quality of the ditch.

[0003] In the prior art, the traditional method of erecting steel pipe supports for ditch cover construction is complicated and time-consuming. The next process cannot be carried out if the erection is not completed. A large number of steel pipe materials are required, which is costly. The erection operation is carried out in a limited space with insufficient lighting and high safety risks. Utility Model Content

[0004] 1. Technical issues to be resolved

[0005] The utility model aims to provide a limited space template rapid installation and disassembly device to solve the problems of complex construction process, long time consumption, high cost and high safety risk proposed in the above background technology.

[0006] (II) Technical solution

[0007] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a limited space formwork rapid installation and disassembly device, including a main body mechanism, characterized in that: the main body mechanism includes a ditch body, a pavement base layer, a leveling layer, a steel pipe, a universal wheel, a steel plate, a cast-in-place reinforced concrete cover plate, an I-beam, a tie rod hole, a through hole, a tie rod body and a matching nut, the pavement base layer is fixedly arranged at the outer end of the ditch body, the leveling layer is fixedly arranged at the upper end of the pavement base layer, the steel pipe is located inside the ditch body, the universal wheel is fixedly installed at the lower end of the steel pipe, the universal wheel is located at the upper end of the pavement base layer, and the universal wheel is movably connected to the pavement base layer.

[0008] Preferably, the steel plate is movably installed on the upper end of the steel pipe, and the cast-in-place reinforced concrete cover plate is fixedly installed on the upper end of the steel plate. The cast-in-place reinforced concrete cover plate is located in the middle of the pavement base. The steel plate is convenient for supporting the cast-in-place reinforced concrete. After the cast-in-place reinforced concrete is solidified, the frame can be easily removed and recycled, which saves costs. The thickness of the steel plate is 6 mm, and the strength grade of the cast-in-place reinforced concrete is C30.

[0009] Preferably, the cast-in-place reinforced concrete cover plate is fixedly connected to the pavement base, the I-beam is fixedly installed on the upper end of the cast-in-place reinforced concrete cover plate, the I-beam extends to the upper end of the pavement base, and the I-beam is a double-piece 14 I-beam, which improves practicality.

[0010] Preferably, the I-beam is fixedly connected to the pavement base, the tie rod hole is fixedly arranged in the middle of the upper end of the I-beam, the through hole is fixedly arranged at the upper end of the steel plate, and the through hole is located at the lower end of the tie rod hole, which is convenient for installing and removing the tie rod, and the model of the tie rod is φ16.

[0011] Preferably, the tie rod body is movably mounted on the upper end of the I-beam, the tie rod body extends to the bottom of the steel plate, and the tie rod body movably connects the tie rod hole and the through hole, so as to facilitate the fixation of the transverse suspension beam I-beam.

[0012] Preferably, the matching nut is threadedly installed on the outer end of the pull rod body, and the matching nut is located at the upper and lower ends of the I-beam and the steel plate. The matching nut movably connects the I-beam and the steel plate, which is convenient for limiting and fixing the pull rod body, and is also convenient for subsequent disassembly of the pull rod body.

[0013] Compared with the prior art, the beneficial effects of the utility model are:

[0014] 1. This limited space formwork rapid installation and disassembly device changes the traditional cast-in-place cover bracket construction process by installing the main body mechanism. It adopts original ground welding assembly and overall hoisting to the corresponding position for fixing. It has the advantages of less time consumption, recyclable frame, cost saving and low safety risk.

[0015] 2. The limited space formwork rapid installation and disassembly device, through the installation of the main body, the matching nuts are convenient for limiting and fixing the tie rod body, and at the same time, it is convenient for the subsequent disassembly of the tie rod body. The steel plate is convenient for supporting the cast-in-place reinforced concrete, and the frame is convenient for removal after the cast-in-place reinforced concrete is solidified. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic diagram of the elevation structure of the utility model;

[0017] Figure 2 This is a schematic diagram of the partial structure of the main mechanism of the utility model Figure 1 ;

[0018] Figure 3 This is a schematic diagram of the practical hanging beam;

[0019] Figure 4 For this utility model Figure 1 Schematic diagram of the enlarged structure with local details.

[0020] In the figure: 1. main body; 101. ditch body; 102. road base; 103. leveling layer; 104. steel pipe; 105. universal wheel; 106. steel plate; 107. cast-in-place reinforced concrete cover plate; 108. I-beam; 109. tie rod hole; 110. through hole; 111. tie rod body; 112. matching nut. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] See also Figure 1-Figure 4The utility model provides a technical solution: a limited space template rapid installation and disassembly device, including a main body 1, the main body 1 includes a ditch body 101, a road base 102, a leveling layer 103, a steel pipe 104, a universal wheel 105, a steel plate 106, a cast-in-place reinforced concrete cover plate 107, an I-beam 108, a tie rod hole 109, a through hole 110, a tie rod body 111 and a matching nut 112, the road base 102 is fixedly arranged at the outer end of the ditch body 101, the leveling layer 103 is fixedly arranged at the upper end of the road base 102, the steel pipe 104 is located inside the ditch body 101, and the universal wheel 105 is fixedly installed on the steel pipe 104. The lower end of the universal wheel 105 is located at the upper end of the pavement base 102, and the universal wheel 105 is movably connected to the pavement base 102. The steel plate 106 is movably installed on the upper end of the steel pipe 104. The cast-in-place reinforced concrete cover plate 107 is fixedly installed on the upper end of the steel plate 106. The cast-in-place reinforced concrete cover plate 107 is located in the middle of the pavement base 102. The cast-in-place reinforced concrete cover plate 107 is fixedly connected to the pavement base 102. The I-beam 108 is fixedly installed on the upper end of the cast-in-place reinforced concrete cover plate 107. The I-beam 108 extends to the upper end of the pavement base 102. The I-beam 108 is fixedly connected to the pavement base 102. The tie rod hole 109 is fixedly set on the I-beam 10 8, through hole 110 is fixedly arranged at the upper end of steel plate 106, through hole 110 is located at the lower end of tie rod hole 109, tie rod body 111 is movably installed at the upper end of I-beam 108, tie rod body 111 extends to the bottom of steel plate 106, tie rod body 111 movably connects tie rod hole 109 and through hole 110, matching nut 112 is threadedly installed at the outer end of tie rod body 111, matching nut 112 is located at the upper and lower ends of I-beam 108 and steel plate 106, matching nut 112 movably connects I-beam 108 and steel plate 106, and raw materials for processing are prepared in advance on site, including φ42 steel pipe 104, double-piece 14 I-beam 10 8. The φ16 tie rod body 111, φ16 matching nut 112, 6mm thick steel plate 106, universal wheel 105 and 14mm steel wire rope are processed on the original ground according to the processing drawings, lifted to the specified position by hoisting equipment, and bolted to the φ16 tie rod body 111 and fixed to the transverse hanging beam double 14 I-beam 108. The hanging beam adopts double 14 I-beam 108 with a length of 180cm and 2 φ18 tie rod holes 109 in the middle. The height is adjusted to the designed position. The construction process is: formwork in place → hanging beam I-beam 108 fixed → cover plate steel bar installed → concrete pouring → bottom formwork lowered → tie rod removed → bottom formwork moved forward → next formwork construction.

[0023] Working principle: First, when using the template rapid installation and disassembly device in a limited space, prepare the processing raw materials in advance on site, including φ42 steel pipe 104, double-piece 14 I-beam 108, φ16 tie rod body 111, φ16 matching nut 112, 6mm thick steel plate 106, universal wheel 105 and 14mm steel wire rope. Process them on the original ground according to the processing drawings, lift them to the designated position with the hoisting equipment, and use φ16 tie rod body 111 bolt connection and transverse hanging beam double-piece 14 I-beam 108 to fix them. The hanging beam adopts double-piece 14 I-beam 108 with a length of 180cm and 2 φ18 tie rod holes 109 in the middle. Adjust the height to the designed position. The construction process is: template in place → hanging beam I-beam 108 fixed → cover plate steel bar installation → concrete pouring → bottom formwork lowered → tie rod removed → bottom formwork moved forward → next formwork construction.

[0024] Finally, it should be noted that the above content is only used to illustrate the technical solution of the utility model, rather than to limit the protection scope of the utility model. Simple modifications or equivalent substitutions of the technical solution of the utility model by ordinary technicians in this field do not deviate from the essence and scope of the technical solution of the utility model.

Claims

1. A limited space template rapid installation and removal device, comprising a main body mechanism (1), characterized in that: The main structure (1) comprises a ditch body (101), a pavement base (102), a leveling layer (103), a steel pipe (104), a universal wheel (105), a steel plate (106), a cast-in-place reinforced concrete cover plate (107), an I-beam (108), a tie rod hole (109), a through hole (110), a tie rod body (111) and a matching nut (112); the pavement base (102) is fixedly arranged at the outer end of the ditch body (101); the leveling layer (103) is fixedly arranged at the upper end of the pavement base (102); the steel pipe (104) is located inside the ditch body (101); the universal wheel (105) is fixedly installed at the lower end of the steel pipe (104); the universal wheel (105) is located at the upper end of the pavement base (102); and the universal wheel (105) is movably connected to the pavement base (102).

2. A limited space formwork rapid installation and removal device according to claim 1, characterized in that: The steel plate (106) is movably mounted on the upper end of the steel pipe (104), the cast-in-place reinforced concrete cover plate (107) is fixedly mounted on the upper end of the steel plate (106), and the cast-in-place reinforced concrete cover plate (107) is located in the middle of the road base (102).

3. A limited space formwork rapid installation and removal device according to claim 2, characterized in that: The cast-in-place reinforced concrete cover plate (107) is fixedly connected to the pavement base (102), and the I-beam (108) is fixedly installed on the upper end of the cast-in-place reinforced concrete cover plate (107), and the I-beam (108) extends to the upper end of the pavement base (102).

4. A limited space formwork rapid installation and removal device according to claim 3, characterized in that: The I-beam (108) is fixedly connected to the pavement base (102), the tie rod hole (109) is fixedly arranged in the middle of the upper end of the I-beam (108), the through hole (110) is fixedly arranged at the upper end of the steel plate (106), and the through hole (110) is located at the lower end of the tie rod hole (109).

5. A limited space formwork rapid installation and removal device according to claim 4, characterized in that: The pull rod body (111) is movably mounted on the upper end of the I-beam (108), and the pull rod body (111) extends to the bottom of the steel plate (106). The pull rod body (111) movably connects the pull rod hole (109) and the through hole (110).

6. A limited space formwork rapid installation and removal device according to claim 5, characterized in that: The matching nut (112) is threadedly installed on the outer end of the pull rod body (111), and the matching nut (112) is located at the upper and lower ends of the I-beam (108) and the steel plate (106). The matching nut (112) movably connects the I-beam (108) and the steel plate (106).

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