CN222649451U - Construction mould for grouting stone slab cutting drainage ditch - Google Patents
Construction mould for grouting stone slab cutting drainage ditch Download PDFInfo
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- CN222649451U CN222649451U CN202420894740.3U CN202420894740U CN222649451U CN 222649451 U CN222649451 U CN 222649451U CN 202420894740 U CN202420894740 U CN 202420894740U CN 222649451 U CN222649451 U CN 222649451U
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- transverse supporting
- drainage ditch
- bars
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Abstract
The utility model discloses a construction mould for a grout stone cutting drainage ditch, which comprises a transverse supporting rod, at least two dowel bars, a bottom rod, two side rods, two transverse supporting rods, two steel pipes, and a mould, wherein the transverse supporting rod is horizontally arranged, two ends of the transverse supporting rod are respectively inserted into soil layers on two sides of the drainage ditch, the dowel bars are vertically connected to two ends of the transverse supporting rod, the dowel bars are vertically inserted into soil layers of the drainage ditch, the bottom rod is positioned below the transverse supporting rod and parallel to the bottom of the drainage ditch, the two side rods are respectively positioned on two sides of the bottom rod, one end of each side rod is connected with the transverse supporting rod, and the other end of each side rod is connected with one end of the bottom rod, and the two side rods are respectively parallel to two side surfaces of the drainage ditch.
Description
Technical Field
The utility model relates to the field of construction dies for a grouting stone cutting drainage ditch. More particularly, the utility model relates to a construction mold for a grout stone cutting drainage ditch.
Background
In different projects, a water intercepting and draining ditch is more or less arranged in a construction site or a slag yard, the width and depth of the water ditch are measured from an early manual pull rule to the current customized mold, the shape and the width and the depth of the water ditch are more accurately controlled, and the mold material is also from the original wooden mold to the current steel bar mold, so that the service life, the stability and the accuracy of the mold are further improved.
The existing width and depth of the water ditch measured by the manual pull ruler have the defects of low efficiency, insufficient precision, unstable operation, difficult management, difficult monitoring and the like, so that workers or machines can repeatedly adjust the size, shape and position of the water ditch on site, and the defects of increased cost, subsequent water ditch position deviation and the like are caused.
Disclosure of utility model
To achieve these objects and other advantages and in accordance with the purpose of the utility model, there is provided a grout stone cutting drainage ditch construction mold comprising:
The two ends of the transverse supporting rod are respectively inserted into soil layers at two sides of the drainage ditch;
the dowel bars are vertically connected to two ends of the transverse supporting rods and vertically inserted into the soil layer of the drainage ditch;
A bottom bar positioned below the lateral support bar, the bottom bar being parallel to the bottom of the drain;
The two side rods are respectively positioned at two sides of the bottom rod, 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 respectively parallel to two side surfaces of the drainage ditch;
The transverse supporting rods, the dowel bars, the bottom bars and the side bars are steel pipes.
According to one technical scheme of the utility model, the fixing frame is positioned below the bottom rod and at the bottom of the drainage ditch to support and fix the bottom rod.
According to the technical scheme of the utility model, the fixing frame is formed by overlapping two steel rods, the two steel rods are arranged in a crossing manner, and the bottom rod is arranged at the crossing position of the two steel rods.
According to the technical scheme of the utility model, the transverse supporting rods are provided with the plurality of mounting buckles at intervals, one end of each side rod is movably hinged with the corresponding bottom rod, the other end of each side rod is movably connected with one of the mounting buckles on the transverse supporting rod, the length of each side rod is adjustable, and the length of each bottom rod is adjustable.
According to the technical scheme of the utility model, the side rod is formed by splicing a plurality of splicing sections.
According to the technical scheme of the utility model, the surfaces of the transverse supporting rods, the dowel bars, the bottom rods and the side rods are coated with anti-corrosion layers.
The utility model has the advantages that the die can greatly improve the construction efficiency and shorten the construction period, and secondly, the die can ensure the construction quality, and the errors can be reduced and the engineering quality can be improved by precisely controlling the size and the shape of the ditch. In addition, the mould can also ensure that the shape and the size of the ditch meet the requirements of a scheme, and repeated excavation and backfilling operation are avoided.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
FIG. 1 is a schematic structural view of a construction mold for a grout stone cutting drainage ditch in the utility model.
Detailed Description
The present utility model is described in further detail below with reference to the drawings to enable those skilled in the art to practice the utility model by referring to the description.
The following description is presented to enable one of ordinary skill in the art to make and use the utility model. The preferred embodiments in the following description are by way of example only and other obvious variations will occur to those skilled in the art. The basic principles of the utility model defined in the following description may be applied to other embodiments, variations, modifications, equivalents, and other technical solutions without departing from the spirit and scope of the utility model.
It will be appreciated by those skilled in the art that in the present disclosure, the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "transverse," "top," "bottom," "inner," "outer," etc. refer to an orientation or positional relationship based on that shown in the drawings, which is merely for convenience of description and to simplify the description, and do not indicate or imply that the apparatus or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore the above terms should not be construed as limiting the present utility model.
It will be understood that the terms "a" and "an" should be interpreted as referring to "at least one" or "one or more," i.e., in one embodiment, the number of elements may be one, while in another embodiment, the number of elements may be plural, and the term "a" should not be interpreted as limiting the number.
As shown in fig. 1, a construction mold for a grout stone cutting drainage ditch of the present utility model includes:
The two ends of the transverse supporting rod 1 are respectively inserted into soil layers at two sides of the drainage ditch;
the two or more dowel bars 2 are vertically connected to two ends of the transverse supporting rod 1, and the dowel bars 2 are vertically inserted into the soil layer of the drainage ditch;
a bottom bar 3 located below the lateral support bar 1, and the bottom bar 3 is parallel to the bottom of the drain;
The two side rods 4 are respectively positioned at two sides of the bottom rod 3, 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 respectively parallel to two side surfaces of the drainage ditch;
the transverse supporting rods 1, the dowel bars 2, the bottom rods 3 and the side rods 4 are steel pipes.
According to the technical scheme, the drainage ditch is trapezoid with the big end up, the dowel bars 2 are inserted into a soil layer, the stability of the whole mold is improved, the transverse supporting rods 1 serve as supports of the whole mold, the horizontal support is erected on the surface of the drainage ditch, the bottom rods 3 and the two side rods 4 correspond to the bottoms and the two side edges of the drainage ditch, the whole structure is consistent in shape and the cross section of the drainage ditch, the size is adaptive, the construction efficiency can be greatly improved, the construction period is shortened, the construction quality can be guaranteed by using the mold, errors can be reduced, and the engineering quality is improved by accurately controlling the size and the shape of the drainage ditch. In addition, the mould can also ensure that the shape and the size of the ditch meet the requirements of a scheme, and repeated excavation and backfilling operation are avoided.
According to one aspect of the present utility model, the fixing frame 5 is located below the bottom rod 3 and located at the bottom of the drainage ditch, and is used for supporting and fixing the bottom rod 3, so that the whole mold is more stable.
According to the technical scheme of the utility model, the fixing frame 5 is formed by overlapping two steel bars, the two steel bars are arranged in a crossed manner, the bottom bar 3 is arranged at the crossing position of the two steel bars, and the fixing frame 5 with the structure has simple structure, good stabilizing effect and high practicability.
According to the technical scheme of the utility model, the transverse supporting rod 1 is provided with a plurality of mounting buckles at intervals, one end of the side rod 4 is movably hinged with the bottom rod 3, the other end of the side rod 4 is movably connected with one of the mounting buckles on the transverse supporting rod 1, the length of the side rod 4 is adjustable, and the length of the bottom rod is adjustable. This allows the length of the bottom bar 3 and the length of the side bars 4 to be adjusted according to the size of the drain.
According to a technical scheme 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.
According to the technical scheme of the utility model, the surfaces of the transverse supporting rods 1, the dowel bars 2, the bottom bars 3 and the side bars 4 are coated with anti-corrosion layers, so that the service life is prolonged, and long-term use corrosion is avoided.
Although embodiments of the present utility model have been disclosed above, it is not limited to the details and embodiments shown and described, it is well suited to various fields of use for which the utility model would be readily apparent to those skilled in the art, and accordingly, the utility model is not limited to the specific details and illustrations shown and described herein, without departing from the general concepts defined in the claims and their equivalents.
Claims (2)
1. The utility model provides a grout rubble cuts escape canal construction mould which characterized in that includes:
The two ends of the transverse supporting rod are respectively inserted into soil layers at two sides of the drainage ditch;
the dowel bars are vertically connected to two ends of the transverse supporting rods and vertically inserted into the soil layer of the drainage ditch;
A bottom bar positioned below the lateral support bar, the bottom bar being parallel to the bottom of the drain;
The two side rods are respectively positioned at two sides of the bottom rod, 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 respectively parallel to two side surfaces of the drainage ditch;
the transverse supporting rods, the dowel bars, the bottom bars and the side bars are steel pipes;
The fixing frame is positioned below the bottom rod and at the bottom of the drainage ditch, and is used for supporting and fixing the bottom rod;
The fixing frame is formed by overlapping two steel rods, the two steel rods are arranged in a crossing manner, and the bottom rod is arranged at the crossing position of the two steel rods;
A plurality of mounting buckles are arranged on the transverse supporting rod at intervals, one end of the side rod is movably hinged with the bottom rod, the other end of the side rod is movably connected with one of the mounting buckles on the transverse supporting rod, the length of the side rod is adjustable, and the length of the bottom rod is adjustable;
the side bars are formed by splicing a plurality of splicing sections.
2. The construction mold for the grout stone cutting drainage ditch according to claim 1, wherein the surfaces of the transverse supporting rods, the dowel bars, the bottom rods and the side rods are coated with anti-corrosion layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420894740.3U CN222649451U (en) | 2024-04-26 | 2024-04-26 | Construction mould for grouting stone slab cutting drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420894740.3U CN222649451U (en) | 2024-04-26 | 2024-04-26 | Construction mould for grouting stone slab cutting drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222649451U true CN222649451U (en) | 2025-03-21 |
Family
ID=95008843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420894740.3U Active CN222649451U (en) | 2024-04-26 | 2024-04-26 | Construction mould for grouting stone slab cutting drainage ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222649451U (en) |
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2024
- 2024-04-26 CN CN202420894740.3U patent/CN222649451U/en active Active
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