Anti-slide pile steel bar binding auxiliary mold

Abstract

The utility model discloses an anti-slide pile steel bar binding auxiliary die which comprises a die frame body, and longitudinal channel steel is longitudinally supported at four corners of the frame body. The longitudinal channel steel is welded and fixed by the horizontal channel steel, the operation platforms are welded between the horizontal channel steel, and the scaling ladders are welded between the operation platforms and connected to the top end from the bottom end of the die. Top horizontal steel pipes are welded to the tops of the horizontal channel steel. And the top horizontal steel pipe is hoisted to an electric hoist. The reinforcing steel bar binding device can safely and quickly bind reinforcing steel bars, can more effectively correct the reinforcing steel bars, effectively prevents the reinforcing steel bars from deviating in the binding process, and accelerates the reinforcing steel bar binding progress.

Description

TECHNICAL FIELD

[0001] The utility model relates to a building construction technical field, specifically is a kind of anti-slide pile reinforcing banding auxiliary mould. BACKGROUND

[0002] In today's construction field, anti-slide pile is widely used in construction support engineering, especially in the outdoor engineering in the harsh environment area, this support mode is often used. In outdoor engineering, in order to effectively prevent soil body from sliding and collapsing, the anti-slide pile reinforcing banding process is usually higher than the ground surface height, and the higher the reinforcing banding is up to 10m high

[0003] The traditional anti-slide pile reinforcing banding process is that the reinforcing bar is hoisted into the pile by crane, and the reinforcing bar arrangement and adjustment in the pile are manually carried out. It is easy to cause safety accidents due to improper operation, and the construction progress is slow, and the construction safety cannot be guaranteed. UTILITY MODEL CONTENT

[0004] In view of the deficiencies of the prior art, the utility model aims at providing an anti-slide pile reinforcing banding auxiliary mould to solve the problems in the background art.

[0005] The above technical purpose of the utility model is realized by the following technical scheme:

[0006] An anti-slide pile reinforcing banding auxiliary mould is characterized in that the longitudinal support of the four corners of the auxiliary mould is longitudinal channel steel, the longitudinal channel steel is fixed by horizontal channel steel welding, the horizontal channel steel forms a cross section with a spacing of 1 meter between the upper and lower parts, and inclined bracing steel is welded between them, a working platform is welded between the horizontal channel steels, a ladder stand is welded between the working platforms, and the ladder stand is connected from the bottom end to the top end of the mould. A horizontal steel pipe is welded to the top of the horizontal channel steel. The top horizontal steel pipe is hoisted to an electric hoist.

[0007] By adopting the above technical scheme, the worker works on the working platform at the required position through the ladder stand, and the reinforcing bar arrangement is adjusted by the electric hoist at the top of the mould, so that the worker can work safely, the reinforcing bar is prevented from being randomly inclined and accidentally injuring the worker during construction, the reinforcing banding construction progress is accelerated, and the safety of construction work is improved.

[0008] Furthermore, the mould is movable, and reinforcing banding can be carried out at different pile positions.

[0009] The utility model is further provided as follows: the length of the longitudinal channel steel is the same as the reinforcing bar leakage length required by design, and the size of the cross section surrounded by the longitudinal channel steel is the design cross section size of the anti-slide pile in construction drawings.

[0010] By adopting the technical scheme, the longitudinal channel steel is the frame structure of four edges of the mold, the distance between the longitudinal channel steels on the same side is the designed pile opening size, and the frame height, that is, the length of the longitudinal channel steel, is designed according to the construction requirement.

[0011] The utility model further sets up: the length of horizontal channel section steel is the distance between longitudinal channel steels, and the distance between the upper and lower sections of the horizontal channel steel is 1m.

[0012] By adopting the technical scheme, the horizontal channel steel is welded around the longitudinal channel steel from the bottom to the top of the longitudinal channel steel every 1m.

[0013] The utility model further sets up: the upper and lower sections of the horizontal channel steel are diagonally welded with steel bars as diagonal braces.

[0014] By adopting the technical scheme, the horizontal diagonal brace is welded on the side of the frame, the frame can be reinforced, and the deformation of the frame during construction is prevented.

[0015] The utility model further sets up: the working platform is arranged between the horizontal channel steels, the working platform is 50cm wide, and the length of the working platform is the length of the horizontal channel steel.

[0016] By adopting the technical scheme, the working platform is used as an operation platform for workers during construction, a safety rope can be tied, and the risk of construction work on the working platform is greatly reduced, and the construction operation is facilitated.

[0017] The utility model further sets up: the aerial ladder is arranged on both sides of the working platform, and the step distance of the aerial ladder is 15cm.

[0018] By adopting the technical scheme, workers can go to the working platform through the aerial ladder, and the aerial ladder is made of 32 threaded steel bars.

[0019] The utility model further sets up: the horizontal steel pipe is welded on the top horizontal channel steel, and the length of the horizontal steel pipe is greater than 5cm on both sides of the horizontal channel steel.

[0020] By adopting the technical scheme, the horizontal steel pipe is used for fixing the electric hoist, the electric hoist is used for assisting and adjusting the arrangement of the steel bars during construction, and the construction efficiency is greatly improved.

[0021] The utility model further sets up: the electric hoist is arranged on the top horizontal steel pipe.

[0022] By adopting the technical scheme, the electric hoist can adjust the position arrangement and lifting of the steel bars in the pile during construction, and the construction efficiency is greatly improved.

[0023] In conclusion, the utility model has the following beneficial effects:

[0024] In the utility model, the anti-slide pile steel binding auxiliary mold is placed on the excavated anti-slide pile in the anti-slide pile outer leakage steel binding process, the mold is centered and aligned in the excavated pile mouth, then the required steel is adjusted into the mold for steel binding by using the automobile crane, the construction personnel perform the steel operation on the operation platform, the steel binding is quickly and safely performed through the electric hoist auxiliary steel adjusting and muscle moving, the steel correction is more effectively performed, the steel deviation in the binding process is effectively prevented, and the steel binding progress is accelerated. BRIEF DESCRIPTION OF DRAWINGS

[0025] Fig. 1 is a whole structure schematic diagram of the embodiment of the utility model;

[0026] Fig. 2 is a partial structure schematic diagram of the embodiment of the utility model;

[0027] Figure 2-1 is the longitudinal channel steel 1 and the horizontal channel steel 2 welded frame body structure schematic diagram;

[0028] Figure 2-2 is the inclined brace 3 welded between the frame body horizontal channel steel 2 frame body structure schematic diagram;

[0029] Figure 2-3 is the operation platform 4 arranged between the horizontal channel steel frame body structure schematic diagram;

[0030] Figure 2-4 is the ladder 5 arranged on the side of the operation platform frame body structure schematic diagram;

[0031] Figure 2-5 is the electric hoist 7 fixed on the top horizontal steel pipe 6 frame body structure schematic diagram;

[0032] In the drawing, 1 longitudinal channel steel, 2 horizontal channel steel, 3, inclined brace steel, 4 operation platform, 5 ladder, 6 horizontal steel pipe, 7 electric hoist. DETAILED DESCRIPTION

[0033] The technical scheme in the embodiment of the utility model will be described clearly and completely below, and obviously, the described embodiment is only a part of the embodiment of the utility model, not all the embodiments.

[0034] Embodiment: a kind of anti-slide pile steel binding auxiliary mold, refer to figure 1, a kind of anti-slide pile steel binding auxiliary mold, including mold longitudinal channel steel 1, longitudinal channel steel interval one meter section each side welds 4 horizontal channel steel 2, adjacent upper and lower section horizontal channel steel is welded with inclined brace steel 3, adjacent horizontal channel steel 2 forms section 1 / 2 and welds operation platform 4, adjacent operation platform side welds ladder 5, top horizontal channel steel is welded with horizontal steel pipe 6, and horizontal steel pipe is hung to electric hoist 7.

[0035] like Figure 2-1 As shown, longitudinal channel steel 1 and horizontal channel steel 2 are welded together to form the frame structure of the mold.

[0036] like Figure 2-2 As shown, the diagonal brace 3 is welded between the horizontal channel steel 2 of the frame to reinforce the frame and prevent it from tilting.

[0037] like Figure 2-3 As shown, the work platform 4 is arranged between the horizontal channel steels and is used by workers to operate the platform.

[0038] like Figure 2-4 As shown, ladder 5 is installed on the side of the work platform, with a step distance of 15cm, for workers to go up and down during construction.

[0039] like Figure 2-5 As shown, the electric hoist 7 is fixed on the top horizontal steel pipe 6 and is used to adjust and arrange the reinforcing bars during construction.

[0040] The implementation principle of this embodiment is as follows: During the process of binding the exposed steel bars of the anti-slide pile, the mold is placed on the excavated anti-slide pile and aligned with the center of the excavated pile opening. Then, a truck crane is used to move the required steel bars into the mold, and the mold is used to bind the steel bars. Construction workers climb to the work platform 4 at the steel bar binding position via ladder 5 to carry out steel bar work. With the assistance of electric hoist 7, the steel bars can be bound safely and quickly, and the steel bars can be corrected more effectively. This effectively prevents the steel bars from shifting during the binding process and speeds up the steel bar binding progress.

[0041] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. An anti-slide pile steel bar binding auxiliary mold characterized by, The auxiliary mold four corner longitudinal support is longitudinal channel steel (1), the longitudinal channel steel (1) is welded and fixed by horizontal channel steel (2), the horizontal channel steel (2) forms the section spacing 1 meter between upper and lower, between welding diagonal bracing steel bar (3), horizontal channel steel welding operation platform (4) between, the operation platform (4) welding ladder (5) between, the ladder (5) is connected to the top from the mold bottom, the top horizontal steel pipe (6) is welded on the horizontal channel steel (2), and the top horizontal steel pipe is hung to the electric hoist (7).

2. The reinforcement binding auxiliary mold for anti-slide pile according to claim 1, characterized in that, The length of the longitudinal channel steel (1) is the same as the design requirement steel bar length, and the size of the section surrounded by the longitudinal channel steel is the design section size of the anti-slide pile in the construction drawing.

3. The reinforcement binding auxiliary mold for anti-slide pile according to claim 1, characterized in that, The length of the horizontal channel steel (2) is the spacing of the longitudinal channel steel (1), and it is welded around the longitudinal channel steel, and the section formed by welding the horizontal channel steel (2) has a longitudinal spacing of 1 meter.

4. The reinforcement binding auxiliary mold for anti-slide pile according to claim 1, characterized in that, The adjacent sections of the horizontal channel steel (2) are diagonally welded by diagonal bracing steel bars (3) on the four sides as a diagonal bracing system, and the diagonal bracing steel bars are welded on the four sides of the section formed by the upper and lower horizontal channel steels as diagonal bracing, and 32 threaded steel bars are used.

5. The reinforcement binding auxiliary mold for anti-slide pile according to claim 1, characterized in that, The operation platform (4) is arranged between the horizontal channel steels, and the operation platform (4) is 50cm wide and the length of the horizontal channel steel (2).

6. The reinforcement binding auxiliary mold for sheet piles according to claim 1, wherein The ladder (5) is arranged on both sides of the operation platform, and the ladder step distance is 15cm.

7. The reinforcement binding auxiliary mold for sheet piles according to claim 1, wherein According to the horizontal steel pipe (6) welded on the top horizontal channel steel, the length is greater than 5cm of the two ends of the horizontal channel steel.

8. The reinforcement binding auxiliary mold for sheet piles according to claim 1, wherein According to the electric hoist (7) arranged on the top horizontal steel pipe (6).

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