Construction mold for mortar rubble intercepting and draining ditch

Abstract

The utility model discloses a mortar rubble interception and drainage ditch construction mold which comprises a transverse supporting rod which is horizontally arranged, and the two ends of the transverse supporting rod are inserted into soil layers on the two sides of a drainage ditch respectively. The at least two joint bars are vertically connected to the two ends of the transverse supporting rod, and the joint bars are vertically inserted into the soil layer of the drainage ditch; the bottom rod is located below the transverse supporting rod, and the bottom rod is parallel to the bottom of the drainage ditch; the two side rods are located on the two sides of the bottom rod respectively, one end of each side rod is connected with the transverse supporting rod, the other end of each side rod is connected with one end of the bottom rod, and the two side rods are parallel to the two side faces of the drainage ditch respectively; the transverse supporting rods, the joint bars, the bottom rods and the side rods are steel pipes. By means of the mold, the construction efficiency can be greatly improved, and the construction period can be shortened; and secondly, the mold can guarantee the construction quality, errors can be reduced by accurately controlling the size and the shape of the ditch, and the engineering quality is improved.

Description

Technical Field

[0001] The utility model relates to the field of mortar-laid flaking stone drainage ditch construction moulds, and more specifically, to a mortar-laid flaking stone drainage ditch construction mould. Background Art

[0002] In different projects, it is more or less necessary to set up intercepting drainage ditches in the construction site or in the slag yard. From the early manual measurement of the width and depth of the ditch with a ruler, to the current use of customized molds to more accurately control the shape, width and depth of the ditch; the mold material has also changed from the original wooden mold to the current steel mold, which further improves the service life, stability and accuracy of the mold.

[0003] Manually measuring the existing width and depth of the ditch with a ruler has disadvantages such as low efficiency, insufficient accuracy, unstable operation, difficult management and difficult monitoring, which causes workers or machines to repeatedly adjust the size, shape and position of the on-site ditch, resulting in increased costs and subsequent ditch position deviation. Utility Model Content

[0004] In order to achieve these purposes and other advantages according to the utility model, a mortar-laid slab stone intercepting drainage ditch construction mold is provided, comprising:

[0005] A transverse support rod is arranged horizontally, and two ends of the transverse support rod are respectively inserted into the soil layers on both sides of the drainage ditch;

[0006] There are at least two dowel bars, which are vertically connected to the two ends of the transverse support rod, and the dowel bars are vertically inserted into the soil layer of the drainage ditch;

[0007] A bottom bar, which is located below the transverse support bar and parallel to the bottom of the gutter;

[0008] There are two side rods, which are respectively located on both sides of the bottom rod, one end of each side rod is connected to the transverse support rod, and the other end is connected to one end of the bottom rod, and the two side rods are respectively parallel to the two sides of the drainage ditch;

[0009] The transverse support rods and the dowel bars, bottom rods and side rods are made of steel pipes.

[0010] According to a technical solution of the utility model, the fixing frame is located below the bottom bar and at the bottom of the drainage ditch to support and fix the bottom bar.

[0011] According to a technical solution of the utility model, the fixing frame is formed by overlapping two steel rods, which are cross-arranged, and the bottom rod is arranged at the intersection of the two steel rods.

[0012] According to a technical solution of the utility model, a plurality of mounting buckles are arranged at intervals on the transverse support rod, one end of the side rod is movably hinged to the bottom rod, and the other end of the side rod is movably connected to one of the mounting buckles on the transverse support rod, the length of the side rod is adjustable, and the length of the bottom rod is adjustable.

[0013] According to a technical solution of the utility model, the side rod is formed by splicing a plurality of splicing sections.

[0014] According to a technical solution of the utility model, the surfaces of the transverse support rods and the dowel bars, bottom rods and side rods are all coated with an anti-corrosion layer.

[0015] The utility model has at least the following beneficial effects: using the mold of the utility model can greatly improve construction efficiency and shorten construction period; secondly, the mold can ensure construction quality, and by accurately controlling the size and shape of the ditch, errors can be reduced and project quality can be improved. In addition, the mold can also ensure that the shape and size of the ditch meet the requirements of the plan, avoiding repeated excavation and backfilling operations.

[0016] Other advantages, objectives and features of the present invention will be embodied in part through the following description, and in part will be understood by those skilled in the art through research and practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a structural schematic diagram of a construction mold for a mortar-laid rubble stone intercepting drainage ditch in the utility model. DETAILED DESCRIPTION

[0018] The present invention will be described in further detail below in conjunction with the accompanying drawings so that those skilled in the art can implement the invention with reference to the description.

[0019] The following description is used to disclose the utility model so that those skilled in the art can implement the utility model. The preferred embodiments described below are only examples, and those skilled in the art can think of other obvious variations. The basic principles of the utility model defined in the following description can be applied to other embodiments, variations, improvements, equivalents, and other technical solutions that do not deviate from the spirit and scope of the utility model.

[0020] Those skilled in the art should understand that, in the disclosure of the present invention, the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "lateral", "top", "bottom", "inside", "outside" and the like indicating the orientation or position relationship are based on the orientation or position relationship shown in the drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, the above terms should not be understood as limiting the present invention.

[0021] It is to be understood that the term "one" should be understood as "at least one" or "one or more", that is, in one embodiment, the number of an element may be one, while in another embodiment, the number of the element may be multiple, and the term "one" should not be understood as a limitation on the quantity.

[0022] like Figure 1 As shown, a mortar-laid stone intercepting drainage ditch construction mold of the utility model comprises:

[0023] A transverse support rod 1 is arranged horizontally, and both ends of the transverse support rod 1 are respectively inserted into the soil layers on both sides of the drainage ditch;

[0024] There are at least two dowel bars 2, which are vertically connected to the two ends of the transverse support rod 1, and the dowel bars 2 are vertically inserted into the soil layer of the drainage ditch;

[0025] A bottom bar 3, which is located below the transverse support bar 1, and the bottom bar 3 is parallel to the bottom of the drainage ditch;

[0026] There are two side rods 4, which are respectively located on both sides of the bottom rod 3, one end of each side rod is connected to the transverse support rod, and the other end is connected to one end of the bottom rod, and the two side rods are respectively parallel to the two sides of the drainage ditch;

[0027] The transverse support rod 1, the dowel rod 2, the bottom rod 3 and the side rod 4 are steel pipes.

[0028] In the above technical solution, the drainage ditch is a trapezoid with a large top and a small bottom. The dowel 2 is inserted into the soil layer to improve the stability of the entire mold. The transverse support rod 1 serves as the support of the entire mold and is horizontally erected on the surface of the drainage ditch. The bottom rod 3 and the two side rods 4 correspond to the bottom and two sides of the drainage ditch. The shape of the entire structure is consistent with the cross-sectional shape of the drainage ditch and the size is adapted. The use of the mold of the utility model can greatly improve the construction efficiency and shorten the construction period. Secondly, the mold can ensure the construction quality. By accurately controlling the size and shape of the ditch, it can reduce errors and improve the quality of the project. In addition, the mold can also ensure that the shape and size of the ditch meet the requirements of the plan and avoid repeated excavation and backfilling operations.

[0029] According to a technical solution of the utility model, the fixing frame 5 is located below the bottom bar 3 and at the bottom of the drainage ditch to support and fix the bottom bar 3, so as to support the bottom bar 3 and make the whole mold more stable.

[0030] According to a technical solution of the utility model, the fixing frame 5 is formed by overlapping two steel rods, which are cross-arranged, and the bottom rod 3 is arranged at the intersection of the two steel rods. The fixing frame 5 of this structure is simple in structure, has good stabilization effect, and is highly practical.

[0031] According to a technical solution of the utility model, a plurality of mounting buckles are arranged at intervals on the transverse support rod 1, one end of the side rod 4 is movably hinged to the bottom rod 3, and the other end of the side rod 4 is movably connected to one of the mounting buckles on the transverse support rod 1, and the length of the side rod 4 is adjustable, and the length of the bottom rod is adjustable. In this way, the length of the bottom rod 3 and the length of the side rod 4 can be adjusted according to the size of the drainage ditch.

[0032] According to a technical solution of the utility model, the side rod 4 is formed by splicing a plurality of splicing sections, and the length can be adjusted in real time according to actual conditions.

[0033] According to a technical solution of the utility model, the surfaces of the transverse support rod 1 and the dowel rod 2, bottom rod 3 and side rod 4 are coated with an anti-corrosion layer to extend the service life and avoid corrosion due to long-term use.

[0034] Although the implementation scheme of the utility model has been disclosed as above, it is not limited to the applications listed in the specification and implementation modes. It can be fully applied to various fields suitable for the utility model. For those familiar with the art, additional modifications can be easily implemented. Therefore, without departing from the general concept defined by the claims and the scope of equivalents, the utility model is not limited to the specific details and the illustrations shown and described herein.

Claims

1. A mortar-laid stone intercepting drainage ditch construction mold, characterized in that: include: A transverse support rod is arranged horizontally, and two ends of the transverse support rod are respectively inserted into the soil layers on both sides of the drainage ditch; There are at least two dowel bars, which are vertically connected to the two ends of the transverse support rod, and the dowel bars are vertically inserted into the soil layer of the drainage ditch; A bottom bar, which is located below the transverse support bar and parallel to the bottom of the gutter; There are two side rods, which are respectively located on both sides of the bottom rod, one end of each side rod is connected to the transverse support rod, and the other end is connected to one end of the bottom rod, and the two side rods are respectively parallel to the two sides of the drainage ditch; The transverse support rods and the dowel bars, bottom rods and side rods are made of steel pipes; A fixing frame, which is located below the bottom bar and at the bottom of the drainage ditch, and supports and fixes the bottom bar; The fixing frame is formed by overlapping two steel rods, which are arranged crosswise, and the bottom rod is arranged at the intersection of the two steel rods; A plurality of mounting buckles are arranged at intervals on the transverse support rod, one end of the side rod is movably hinged to the bottom rod, and the other end of the side rod is movably connected to one of the mounting buckles on the transverse support rod, the length of the side rod is adjustable, and the length of the bottom rod is adjustable; The side rod is formed by splicing a plurality of splicing sections.

2. The mortar-laid stone intercepting and drainage ditch construction mold according to claim 1 is characterized in that: The surfaces of the transverse support rods, the dowel bars, the bottom rods and the side rods are all coated with an anti-corrosion layer.

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