A new type of tooled formwork for cast-in-place inclined roof construction

Abstract

The present invention is a novel tool formwork for cast-in-place sloping roof construction, comprising a support frame in the shape of an equilateral triangle, wherein wooden squares are fixed at intervals on the left and right hypotenuses of the support frame along the hypotenuse direction, a left integrated U-shaped formwork is fixed on the top of the wooden square at the lower left side, and a right integrated U-shaped formwork is fixed on the top of the wooden square at the lower right side, the bottom end portion of the left integrated U-shaped formwork is fixed to the left bottom formwork, and the top end portion is fixed to the left top formwork, the left bottom formwork is fixed to the left wooden square, the bottom end portion of the right integrated U-shaped formwork is fixed to the right bottom formwork, and the top end portion is fixed to the right top formwork, and the right bottom formwork is fixed to the right wooden square, a pouring port and an air outlet are provided between the left top formwork and the right top formwork, left inner supports are arranged at intervals along the hypotenuse direction in a cavity formed by the left integrated U-shaped formwork, the left bottom formwork and the left top formwork, and right inner supports are arranged at intervals along the hypotenuse direction in a cavity formed by the right integrated U-shaped formwork, the right bottom formwork and the right top formwork.

Description

Technical Field

[0001] The invention relates to the technical field of cast-in-situ concrete sloping roof construction, in particular to a novel tool template for cast-in-situ sloping roof construction. Background Art

[0002] In the traditional building structure construction system, conventional sloping roof casting usually adopts the single-sided formwork method. After the bottom formwork is completed, the steel bars are tied and then cast. Although this method is simple, there are many factors that affect the casting quality. For example, the slope can only be controlled by adjusting the concrete mix ratio to control the slump and manual smoothing, and the concrete cannot be vibrated according to the conventional method, resulting in looseness. In general, the existing construction technology cannot guarantee the construction quality and is too dependent on the operating level of the construction workers. The single-sided formwork construction mainly relies on the concrete's own cohesion, the friction resistance of the formwork and the tensioning of the steel mesh to prevent the concrete from sliding down the slope. Before the concrete initially sets, the slow displacement of the concrete continues to occur, which can easily lead to loose concrete and leakage. The subsequent repair of the leak point is difficult to find, time-consuming and labor-intensive. For this reason, there is an urgent need to design a new tool-based formwork construction system for cast-in-place sloping roof construction. Summary of the Invention

[0003] In view of the problems and shortcomings of the prior art, the present invention provides a new tool formwork for cast-in-situ sloping roof construction which is easy to assemble and disassemble, has high integrity and is simple to cast.

[0004] The present invention solves the above technical problems through the following technical solutions:

[0005] The present invention provides a new type of tool formwork for cast-in-situ sloping roof construction, which is characterized in that it includes a support frame in the shape of an equilateral triangle, the left and right oblique sides of the support frame are fixed with wooden squares at intervals along the oblique side direction, the top of the wooden square located at the lower left side is fixed with a left integrated U-shaped formwork, the top of the wooden square located at the lower right side is fixed with a right integrated U-shaped formwork, the bottom end of the left integrated U-shaped formwork is fixed with a left bottom formwork, the top end is fixed with a left top formwork, the left bottom formwork is fixed on the left wooden square, and the The bottom end of the right-side integrated U-shaped formwork is fixed with a right-side bottom formwork, and the top end is fixed with a right-side top formwork. The right-side bottom formwork is fixed on the right-side wooden square. A pouring port for pouring concrete and an air outlet for discharging gas in the concrete are provided between the left-side top formwork and the right-side top formwork. The left-side inner supports are arranged at intervals along the oblique direction in the cavity formed by the left-side integrated U-shaped formwork, the left-side bottom formwork and the left-side top formwork. The right-side inner supports are arranged at intervals along the oblique direction in the cavity formed by the right-side integrated U-shaped formwork, the right-side bottom formwork and the right-side top formwork.

[0006] Preferably, a left pad is provided between the bottom of each left inner support and the bottom inner wall of the left integrated U-shaped formwork and the inner wall of the left bottom formwork, and a left hook is used to hang the top of each left inner support and the top inner wall of the left integrated U-shaped formwork and the inner wall of the left top formwork, and a right pad is provided between the bottom of each right inner support and the bottom inner wall of the right integrated U-shaped formwork and the inner wall of the right bottom formwork, and a right hook is used to hang the top of each right inner support and the top inner wall of the right integrated U-shaped formwork and the inner wall of the right top formwork.

[0007] Preferably, the left inner support and the right inner support are both made of angle steel.

[0008] Preferably, the left bottom mold and the left top mold are both made of composite plates, and the right bottom mold and the right top mold are both made of composite plates.

[0009] Preferably, a plurality of support rods are fixed between the oblique side and the bottom side of the support frame.

[0010] On the basis of conforming to the common sense in this field, the above-mentioned preferred conditions can be arbitrarily combined to obtain the preferred embodiments of the present invention.

[0011] The positive progressive effect of the present invention is that the present invention can reduce the difficulty of pouring the sloping roof, while achieving the density of the concrete, ensuring the construction quality, reducing the requirements for construction workers, and avoiding the adverse effects of traditional sloping roof construction technology on the structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 This is a structural schematic diagram of a new type of tooled formwork for cast-in-place sloping roof construction according to a preferred embodiment of the present invention.

[0013] Figure 2 This is a schematic diagram of the structure of the right angle steel inner support fixation in a preferred embodiment of the present invention. DETAILED DESCRIPTION

[0014] To make the objectives, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts shall fall within the scope of protection of the present invention.

[0015] like Figure 1 and Figure 2As shown, the present embodiment provides a new type of tool formwork for cast-in-situ sloping roof construction, which includes a support frame 1 in the shape of an equilateral triangle, a plurality of support rods 2 are fixed between the hypotenuse and the bottom edge of the support frame 1, wooden squares 3 are fixed at intervals along the hypotenuse direction on the left and right hypotenuses of the support frame 1, a left integrated U-shaped formwork 4 is fixed on the top of the wooden square 3 located at the lower left side, and a right integrated U-shaped formwork 5 is fixed on the top of the wooden square 3 located at the lower right side, a left bottom formwork 6 is fixed on the bottom end of the left integrated U-shaped formwork 4, and a left top formwork 6 is fixed on the top end. Mold 7, the left bottom mold 6 and the left top mold 7 are both made of composite boards, and there is a splicing seam 11 at the splicing point. The left bottom mold 6 is fixed on the left wooden square 3, and the bottom end of the right integrated U-shaped formwork 5 is fixed with the right bottom mold 8, and the top end is fixed with the right top mold 9. The right bottom mold 8 and the right top mold 9 are both made of composite boards, and there is a splicing seam at the splicing point. The right bottom mold 8 is fixed on the right wooden square 3. A pouring port 10 for pouring concrete and an air outlet (not shown in the figure) for discharging gas in the concrete are provided between the left top mold 7 and the right top mold 9.

[0016] The left side angle steel inner supports 12 are arranged at intervals along the hypotenuse direction in the cavity formed by the left side integrated U-shaped formwork 4, the left side bottom formwork 6 and the left side top formwork 7. A left pad is provided between the bottom of each left side angle steel inner support 12 and the bottom inner wall of the left side integrated U-shaped formwork 4 and the inner wall of the left side bottom formwork 6. The top of each left side angle steel inner support 12 is connected to the top inner wall of the left side integrated U-shaped formwork 4 and the inner wall of the left side top formwork 7 through a left hook; the right side angle steel inner supports 13 are arranged at intervals along the hypotenuse direction in the cavity formed by the right side bottom formwork 8 and the right side top formwork 9 of the right side integrated U-shaped formwork 5. A right pad 14 is provided between the bottom of each right side angle steel inner support 13 and the bottom inner wall of the right side integrated U-shaped formwork 5 and the inner wall of the right side bottom formwork 8. The top of each right side angle steel inner support 13 is connected to the top inner wall of the right side integrated U-shaped formwork 5 and the inner wall of the right side top formwork 9 through a right hook 15.

[0017] The present invention makes it easy to assemble the entire formwork, avoiding the leakage that is easily caused by traditional processes; pouring ports and air outlets are reserved at intervals on the top formwork to facilitate grouting and discharge of gas in the concrete, thereby ensuring the fullness of the grouting; an angle steel keel that is easy to install and disassemble is provided on the inside of the formwork to support the formwork, thereby avoiding the influence of the tension bolt holes in the traditional double-sided plywood method of the sloping roof formwork on the subsequent waterproofing construction; the angle steel keel is connected to the upper formwork with a hook, and the angle steel keel can be left in the concrete to replace part of the steel bars during pouring.

[0018] Although specific embodiments of the present invention have been described above, those skilled in the art will appreciate that these are merely illustrative and that the scope of the present invention is defined by the appended claims. Those skilled in the art may make various changes or modifications to these embodiments without departing from the principles and essence of the present invention, and such changes and modifications are intended to fall within the scope of the present invention.

Claims

1. A new type of tool formwork for cast-in-place sloping roof construction, characterized in that: The top of the right integrated U-shaped formwork is fixed to the left side of the frame, and the top of the right integrated U-shaped formwork is fixed to the right side. The bottom end of the left integrated U-shaped formwork is fixed to the left side of the frame, and the top end is fixed to the left side of the frame. The left bottom formwork is fixed to the left side of the frame, and the right bottom formwork is fixed to the top end of the frame. The right bottom formwork is fixed to the right side of the frame. A pouring port for pouring concrete and an air outlet for discharging gas in the concrete are provided between the left top formwork and the right top formwork. Left inner supports are arranged at intervals along the hypotenuse direction in the cavity formed by the left integrated U-shaped formwork, the left bottom formwork and the left top formwork. Right inner supports are arranged at intervals along the hypotenuse direction in the cavity formed by the right integrated U-shaped formwork, the right bottom formwork and the right top formwork. A left pad is provided between the bottom of each left inner support and the bottom inner wall of the left integrated U-shaped template and the inner wall of the left bottom template. The top of each left inner support is connected to the top inner wall of the left integrated U-shaped template and the inner wall of the left top template through a left hook. A right pad is provided between the bottom of each right inner support and the bottom inner wall of the right integrated U-shaped template and the inner wall of the right bottom template. The top of each right inner support is connected to the top inner wall of the right integrated U-shaped template and the inner wall of the right top template through a right hook.

2. The novel tool formwork for cast-in-place sloping roof construction according to claim 1, characterized in that: The left inner support and the right inner support are both made of angle steel.

3. The novel tool formwork for cast-in-place sloping roof construction according to claim 1, characterized in that: The left bottom mold and the left top mold are both formed by splicing composite plates, and the right bottom mold and the right top mold are both formed by splicing composite plates.

4. The novel tool formwork for cast-in-situ sloping roof construction according to claim 1, characterized in that: A plurality of support rods are fixed between the oblique side and the bottom side of the support frame.

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