Integrated pouring template for channel slope concrete intercepting ditch

Abstract

The utility model relates to a canal slope concrete intercepting ditch integral pouring template, which comprises an outer mold and an inner mold, the outer mold comprises two side plates, the top of each side plate is provided with at least two adjusting pieces along the length direction, each adjusting piece comprises a slope plate fixedly connected to the top of the side plate, and the slope plate is fixedly connected to the top of the side plate. A plurality of limiting parts are arranged on the slope surface of the slope plate, a first clamping opening is formed between every two adjacent limiting parts, and a first positioning hole is formed in the outer side of the slope plate; the inner mold comprises a hanging plate located between the two side plates, the rod body comprises a middle fixing section and adjusting sections on the two sides, the hanging plate is connected with the fixing section, the adjusting sections are provided with threads and connected with adjustable clamping pieces, the clamping pieces are provided with second clamping openings so as to be matched with the first clamping openings to limit left-right movement of the hanging plate, and second positioning holes are formed in the clamping pieces. And positioning columns are connected in the first positioning holes and the second positioning holes to limit the lifting plate to move upwards. The pouring formwork has the advantages of being convenient to disassemble and assemble, convenient to adjust the construction size and the like.

Description

Technical Field

[0001] The utility model relates to the field of intercepting ditch construction, in particular to an integrated casting template for a channel slope concrete intercepting ditch. Background Art

[0002] Intercepting ditches need to be set up at the foot of the earthen slope protection on both sides of the water supply channel of the pump station to prevent rainwater from eroding the slope protection and bringing a large amount of soil directly into the channel. The soil from the slope protection entering the channel will not only cause soil erosion of the slope protection, but also affect the water quality of the channel.

[0003] Traditional intercepting ditches are usually built with bricks first and then mortar is applied to the surface. However, due to the low strength of the mortar, the mortar surface layer is easily damaged after long-term exposure to wind and sun, and the maintenance cost is high. In recent years, in order to overcome the defects of traditional intercepting ditches, an integrated casting method has been adopted to build intercepting ditches. The casting formwork used in construction is generally composed of an outer mold and an inner mold. Before casting, the two are fixed to enclose the casting space. After casting, they need to be disassembled to facilitate the removal of various structures. Although the existing casting formwork can be used to assist in the construction of intercepting ditches, there are the following problems: First, disassembly and assembly are troublesome, which has a great impact on the construction speed; second, it is impossible or inconvenient to adjust the wall thickness and bottom thickness of the intercepting ditch, and the usability is poor. Utility Model Content

[0004] In order to make up for the deficiencies of the prior art, the utility model provides a channel slope concrete intercepting ditch integrated casting template, which has the advantages of convenient disassembly and assembly and convenient adjustment of construction size.

[0005] The technical solution adopted by the utility model to solve the above technical problems is:

[0006] A channel slope concrete intercepting ditch integral casting template, comprising:

[0007] The outer mold includes two side panels, each side panel has at least two adjusting members at the top along the length direction thereof, and two adjusting members at corresponding positions of the two side panels constitute a group, the adjusting members include a ramp plate fixedly connected to the top of the side panel, the ramp plate has a plurality of limiting portions on the ramp surface, a first card interface is formed between adjacent limiting portions, and a first positioning hole is provided on the outer side of the ramp plate;

[0008] The inner mold comprises a hanging plate located between two side plates, the hanging plate is suspended on the outer mold through a rod body, the rod body comprises a fixed section in the middle and adjustment sections on both sides, the hanging plate is connected to the fixed section, the adjustment section is provided with threads and is connected with an adjustable clip, the clip has a second clip interface so as to be able to engage with the first clip interface to limit the movement of the hanging plate along the length direction of the rod body, the clip is provided with a second positioning hole, the first positioning hole and the second positioning hole are connected with positioning columns to limit the upward movement of the hanging plate.

[0009] Preferably, a first splicing portion and a second splicing portion are respectively provided at both ends of the side panel, so that the side panels of adjacent outer molds can be spliced ​​in a limited position.

[0010] Preferably, the first splicing portion is a first clamping platform opened on the inner end side of the side plate, and the second splicing portion is a second clamping platform opened on the outer end side of the side plate.

[0011] Preferably, a third splicing portion and a fourth splicing portion are respectively provided at both ends of the hanging plate to enable the hanging plates of adjacent inner molds to be spliced ​​in a limited position.

[0012] Preferably, the third splicing portion and the fourth splicing portion are a concave portion and a convex portion respectively.

[0013] Preferably, in the rod body, at least the top of the adjustment section is provided with a scale groove.

[0014] Preferably, an ear handle is connected to the top of the hanging plate, so that the rod body passes through the ear handle and is fixed to the hanging plate.

[0015] Preferably, the positioning column is a bolt.

[0016] Preferably, the clamping member includes two adjustment plates threadably matched with the adjustment section, and adjacent adjustment plates are fixedly connected by a connecting rod, so that a second clamping interface is formed between adjacent adjustment plates.

[0017] The utility model adopts the above technical solution, and has the following advantages: the integrated casting template of the channel slope concrete intercepting ditch can adjust the height of the hanging plate by setting a slope plate on the side plate, that is, the bottom thickness of the intercepting ditch can be adjusted, and the adjustment is relatively convenient; the wall thickness of the intercepting ditch can be adjusted relatively conveniently by setting structures such as rods and clamps. After the two aspects are adjusted, the template can be quickly positioned by cooperating with the inner mold and the outer mold, and then the inner mold and the outer mold are fixed by the positioning column, which has good firmness, can better avoid the risk of mold expansion, and helps to improve the casting quality of the intercepting ditch. In summary, the casting template has the advantages of convenient size adjustment, convenient disassembly and assembly, and high installation firmness. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a schematic diagram of the structure of one embodiment of the utility model;

[0019] Figure 2 for Figure 1 Schematic diagram of the enlarged structure of part A in the middle.

[0020] In the figure, 1, side plate, 2, slope plate, 3, limit part, 4, first card interface, 5, first positioning hole, 6, hanging plate, 7, rod body, 8, clamping part, 9, positioning column, 10, first card platform, 11, second card platform, 12, recessed part, 13, scale groove. DETAILED DESCRIPTION

[0021] In order to clearly illustrate the technical features of the present invention, the present invention is described in detail below through specific implementation methods and in conjunction with the accompanying drawings.

[0022] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0023] like Figure 1-2 As shown, in this embodiment, the channel slope concrete intercepting ditch integral casting template includes:

[0024] The outer mold includes two side panels 1, each of which is provided with at least two adjusting members at the top along the length direction thereof, and two adjusting members at corresponding positions of the two side panels 1 constitute a group, and the adjusting members include a ramp plate 2 fixedly connected to the top of the side panel 1, and the ramp plate 2 is provided with a plurality of limiting portions 3 on the ramp surface, and a first card interface 4 is formed between adjacent limiting portions 3, and a first positioning hole 5 is provided on the outer side of the ramp plate 2;

[0025] The inner mold includes a hanging plate 6 located between two side plates 1. The hanging plate 6 is suspended on the outer mold through a rod body 7. The rod body 7 includes a fixed section in the middle and adjustment sections on both sides. The hanging plate 6 is connected to the fixed section. Specifically, an ear handle can be set on the top of the hanging plate. The rod body 7 passes through the ear handle and is welded or screwed to the hanging plate 6. The adjustment section is provided with threads and connected with an adjustable clamping member 8. The clamping member 8 has a second clamping interface so that it can be clamped with the first clamping interface to limit the movement of the hanging plate 6 along the length direction of the rod body 7. The clamping member 8 is provided with a second positioning hole. The first positioning hole and the second positioning hole are connected with a positioning column 9 to limit the upward movement of the hanging plate 6. The positioning column adopts a bolt or an ordinary plug-in rod.

[0026] As for the side panels and hanging plates of the formwork, they can be made of steel plates, which is more conducive to production and processing and has better strength in use.

[0027] When in use, first rotate and adjust the position of the clamping part to adjust the wall thickness of the intercepting ditch; then determine the position of the first clamping interface 4 according to the bottom thickness of the constructed intercepting ditch; then clamp the inner mold into the two side plates 1 of the outer mold, and the template positioning can be preliminarily realized; then the positioning column 9 can be used to achieve the relative fixation of the outer mold and the inner mold to avoid mold expansion. The above is the installation process of a template. According to the need to build the ditch length, multiple splicing parts can be spliced ​​in sequence. After the splicing is completed, the two ends can be sealed by other sealing plates and other structures, and then the casting can be done. After the casting is completed, it can be disassembled after a certain period of time. In one of the specific embodiments, the two ends of the side plate 1 are respectively provided with a first splicing part and a second splicing part, so that the side plates of the adjacent outer molds can be spliced ​​in a limited position. Specifically, the first splicing part can be a first clamping platform 10 opened on the inner end side of the side plate, and the second splicing part can be a second clamping platform 11 opened on the outer end side of the side plate. With such a setting, it is possible to avoid the casting material from leaking out of the splicing seam of the side plate as much as possible to avoid mold running.

[0028] In one specific embodiment, the two ends of the hanging plate 6 are respectively provided with a third splicing part and a fourth splicing part, so that the hanging plates of adjacent inner molds can be spliced ​​in a limited position. Specifically, the third splicing part and the fourth splicing part can be a concave part 12 and a convex part, respectively. Such a configuration can minimize the overflow of the casting material from the splicing seam of the hanging plate.

[0029] In one of the specific embodiments, in the rod body, at least the top of the adjustment section is provided with a scale groove 13. With this arrangement, the scale adjustment connector in the scale groove can be referred to without affecting the adjustment, so that the adjustment is more accurate.

[0030] In one specific embodiment, the clamping member 8 includes two adjustment plates that are threadedly matched with the adjustment section, and the adjacent adjustment plates are fixedly connected by a connecting rod, a second clamping interface is formed between the adjacent adjustment plates, and a second positioning hole is provided on the outer adjustment plate corresponding to the second clamping interface for fixing. The above specific implementation cannot be used as a limitation on the protection scope of the utility model. For technicians in this technical field, any replacement, improvement or transformation made to the implementation of the utility model falls within the protection scope of the utility model.

[0031] The matters not described in detail in the present invention are all known technologies to those skilled in the art.

Claims

1. A channel slope concrete intercepting ditch integral casting template, characterized in that: include: The outer mold includes two side panels, each side panel has at least two adjusting members at the top along the length direction thereof, and two adjusting members at corresponding positions of the two side panels constitute a group, the adjusting members include a ramp plate fixedly connected to the top of the side panel, the ramp plate has a plurality of limiting portions on the ramp surface, a first card interface is formed between adjacent limiting portions, and a first positioning hole is provided on the outer side of the ramp plate; The inner mold comprises a hanging plate located between two side plates, the hanging plate is suspended on the outer mold through a rod body, the rod body comprises a fixed section in the middle and adjustment sections on both sides, the hanging plate is connected to the fixed section, the adjustment section is provided with threads and is connected with an adjustable clip, the clip has a second clip interface so as to be able to engage with the first clip interface to limit the movement of the hanging plate along the length direction of the rod body, the clip is provided with a second positioning hole, the first positioning hole and the second positioning hole are connected with positioning columns to limit the upward movement of the hanging plate.

2. The channel slope concrete intercepting ditch integrated casting template according to claim 1 is characterized in that: The two ends of the side plate are respectively provided with a first splicing portion and a second splicing portion, so that the side plates of adjacent outer molds can be spliced ​​in a limited position.

3. The channel slope concrete intercepting ditch integrated casting template according to claim 2 is characterized in that: The first splicing portion is a first clamping platform opened on the inner end side of the side plate, and the second splicing portion is a second clamping platform opened on the outer end side of the side plate.

4. The channel slope concrete intercepting ditch integrated casting template according to claim 1 is characterized in that: The two ends of the hanging plate are respectively provided with a third splicing portion and a fourth splicing portion so that the hanging plates of adjacent inner molds can be spliced ​​in a limited position.

5. The channel slope concrete intercepting ditch integrated casting template according to claim 4 is characterized in that: The third splicing portion and the fourth splicing portion are respectively a concave portion and a convex portion.

6. The channel slope concrete intercepting ditch integrated casting template according to claim 1, characterized in that: In the rod body, at least the top of the adjusting section is provided with a scale groove.

7. The channel slope concrete intercepting ditch integrated casting template according to claim 1, characterized in that: The top of the hanging plate is connected with an ear handle so that the rod body passes through the ear handle and is fixed to the hanging plate.

8. The channel slope concrete intercepting ditch integrated casting template according to claim 1, characterized in that: The positioning column adopts a bolt.

9. The channel slope concrete intercepting ditch integrated casting template according to claim 1, characterized in that: The clamping member comprises two adjustment plates threadably matched with the adjustment section, and the adjacent adjustment plates are fixedly connected by a connecting rod, and a second clamping interface is formed between the adjacent adjustment plates.

Images