CN220414217U - Mountain region photovoltaic module support construction concrete pile construction mould - Google Patents

Abstract

The utility model relates to the technical field of photovoltaic power generation, in particular to a construction mould for constructing concrete piles of a mountain photovoltaic module bracket, which comprises mould modules, connecting structures and grouting modules, wherein the connecting structures are arranged among a group of mould modules, the grouting modules are arranged on the inner sides of the group of mould modules, the mould modules comprise main board bodies, sinking grooves are formed in the two sides of the main board bodies, insertion holes are formed in the inner sides of the sinking grooves, semicircular raised strips are formed in the inner sides of the main board bodies, reserved positions are formed in the inner walls of the main board bodies, base plates are fixedly connected to the upper side and the lower side of the main board bodies, splicing clamping holes are formed in the inner sides of the base plates, and the connecting structures comprise battens.

Description

Mountain region photovoltaic module support construction concrete pile construction mould

Technical Field

The utility model relates to the technical field of photovoltaic power generation, in particular to a construction mold for constructing a concrete pile column of a mountain photovoltaic module bracket.

Background

The photovoltaic power generation project is often built on a high mountain slope, the original ground surface landform cannot be damaged in order to protect mountain vegetation in the construction process, so that road repairing construction cannot be performed in a large-area deep area of a planned photovoltaic solar panel, a down-the-hole drill is required to be used for punching on the ground surface according to conventional construction, a reinforcement cage is arranged in the hole, concrete casting is performed by directly injecting concrete, and the concrete casting belongs to a distributed, multi-point, wide-surface and small-size operation, but because concrete mechanical transportation equipment cannot transport concrete to an operation point surface in the on-site casting, manual shoulder picking can only be used, the construction speed and the construction quality cannot be guaranteed and improved, the labor construction cost is high, and the mechanized and large-scale construction cannot be performed to achieve cost reduction and efficiency, so that the concrete pile is required to be prefabricated through a die, and the concrete pile can be installed conveniently.

The concrete pile prefabricated by the mould in the traditional operation of the photovoltaic pile is only suitable for plain areas such as plain, desert, beach and the like, the geology in southwest areas of China is complex and changeable, gaps exist between the pile and surrounding soil after the pile is punched and pressed by a rock layer, so that stability of a photovoltaic module installed above is affected, and therefore, the construction mould for constructing the concrete pile by the mountain photovoltaic module bracket is provided according to the problems.

Disclosure of Invention

The utility model aims to provide a construction mould for constructing a concrete pile of a mountain photovoltaic module bracket, which aims to solve the problem that a concrete column manufactured by the existing construction mould for the concrete pile is not stable enough in a complex geological environment.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the utility model provides a mountain region photovoltaic module support construction concrete pile construction mould, includes mould module, connection structure and slip casting module, connection structure all sets up between a set of mould module, the slip casting module all sets up the inboard at a set of mould module, the mould module includes the mainboard body, the heavy groove has all been seted up to the both sides of the mainboard body, the jack has all been seted up to the inboard of heavy groove, the inboard of the mainboard body all is provided with the semicircle sand grip, reserve position has all been seted up to the inner wall of the mainboard body, the equal fixedly connected with base plate of upper and lower both sides of the mainboard body, the splice draw-in hole has all been seted up to the inboard of base plate, connection structure includes the slat, the equal fixedly connected with inserted block in both sides of slat, the slip casting module is responsible for including being responsible for, the outside both sides of being responsible for all communicate with logical nest of tubes, the equal sliding connection in the inboard of logical nest of tubes has the slip casting tube, the outside of slip casting tube is fixedly connected with solid fixed ring all cup jointed the spring in the outside of slip casting tube, a set of slip casting tube has cup jointed the outside the slip casting ring, the die plate is installed to the side of being responsible for.

Preferably, the number of the die modules is 4, a group of die modules can form a single die, a group of main board bodies can enclose a round barrel body, and handles are fixedly connected to outer curved surfaces of the main board bodies.

Preferably, the cover plate is composed of a plate body and a lower protruding block, an opening is formed in the inner side of the plate body of the cover plate, the cross section of the protruding block of the cover plate is identical to the opening area of the spliced clamping hole, and the inner diameter of the opening of the plate body of the cover plate is identical to the inner diameter of a barrel body surrounded by a group of main plate bodies.

Preferably, the lath all sets up the inboard at the heavy groove, the inserted block all sets up the inboard at the jack, the wall thickness of lath is the one time of heavy groove deep dimension, the outer curved surface of inserted block all laminates with the inner wall of jack mutually.

Preferably, the seat board comprises inserting block and bottom plate, the bottom plate diameter of seat board is greater than the diameter of main pipe, the inner wall of spacing ring is provided with the damping layer, the spring all sets up between the outer terminal surface of solid fixed ring and the body outer terminal surface of leading to the nest of tubes.

Compared with the prior art, the utility model has the beneficial effects that:

according to the utility model, through the structures such as the arranged mould modules, the connecting structure, the cover plate and the grouting module, a plurality of mould modules can form a single mould through the connecting structure, square blocks of the plurality of single moulds can be mutually attached together in a concentrated manner to perform concentrated concrete casting, the structure of the single mould can be limited and clamped through the cover plate, the concrete can be prevented from penetrating through an assembling clamping hole during casting, the casting module can be cast together with a reinforcement cage to form a precast pile, the prefabricated pile can be filled in small quantity into gaps between the precast pile and surrounding soil through a passage of the casting module after being installed, so that the stability of the precast pile is enhanced, the concrete pile prefabricated by the concrete pile construction mould can be tightly combined with geology through a small quantity of grouting, and the problem that the concrete pile manufactured by the existing concrete pile construction mould is unstable in a complex geological environment is solved.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic view of the structure of the mold module of FIG. 1 according to the present utility model;

FIG. 3 is a schematic structural view of the connecting structure of the present utility model;

fig. 4 is a schematic diagram of the structure of the grouting module after the action of the grouting module.

In the figure: the device comprises a 1-mould module, a 11-main board body, a 12-sink, a 13-jack, a 14-semicircular convex strip, a 15-reserved position, a 16-base board, a 17-assembled clamping hole, a 2-connecting structure, a 21-slat, a 22-plug, a 3-cover plate, a 4-grouting module, a 41-main pipe, a 42-through pipe group, a 43-grouting pipe, a 44-fixing ring, a 45-spring, a 46-base board and a 47-limiting ring.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the present application. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.

The relative arrangement of the components and steps, numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present utility model unless it is specifically stated otherwise. Meanwhile, it should be understood that the sizes of the respective parts shown in the drawings are not drawn in actual scale for convenience of description. Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but should be considered part of the specification where appropriate. In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures.

In the description of the present utility model, it should be understood that the azimuth or positional relationships indicated by the azimuth terms such as "front, rear, upper, lower, left, right", "lateral, vertical, horizontal", and "top, bottom", etc., are generally based on the azimuth or positional relationships shown in the drawings, merely to facilitate description of the present utility model and simplify the description, and these azimuth terms do not indicate and imply that the apparatus or elements referred to must have a specific azimuth or be constructed and operated in a specific azimuth, and thus should not be construed as limiting the scope of protection of the present utility model; the orientation word "inner and outer" refers to inner and outer relative to the contour of the respective component itself.

Spatially relative terms, such as "above … …," "above … …," "upper surface at … …," "above," and the like, may be used herein for ease of description to describe one device or feature's spatial location relative to another device or feature as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "above" or "over" other devices or structures would then be oriented "below" or "beneath" the other devices or structures. Thus, the exemplary term "above … …" may include both orientations of "above … …" and "below … …". The device may also be positioned in other different ways (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.

In addition, the terms "first", "second", etc. are used to define the components, and are only for convenience of distinguishing the corresponding components, and the terms have no special meaning unless otherwise stated, and therefore should not be construed as limiting the scope of the present utility model.

Referring to fig. 1-4, the present utility model provides a technical solution:

the utility model provides a mountain region photovoltaic module support construction concrete pile construction mould, including mould module 1, connection structure 2 and slip casting module 4, connection structure 2 all sets up between a set of mould module 1, slip casting module 4 all sets up the inboard at a set of mould module 1, mould module 1 includes the mainboard body 11, sink 12 has all been seted up to the both sides of the mainboard body 11, jack 13 has all been seted up to the inboard of sink 12, the inboard of the mainboard body 11 all is provided with semicircle sand grip 14, reserve position 15 has all been seted up to the inner wall of the mainboard body 11, the equal fixedly connected with base plate 16 of upper and lower both sides of the mainboard body 11, the splice card hole 17 has all been seted up to the inboard of base plate 16, connection structure 2 includes slat 21, the equal fixedly connected with cartridge 22 in both sides of slat 21, slip casting module 4 includes and is responsible for 41, the outside both sides of responsible for 41 all communicate and have logical nest of tubes 42, the equal sliding connection of inboard of logical nest of tubes 42 has slip casting tubes 43, fixed ring 44 has all been cup jointed in the outside of slip casting tubes 43, the outside of slip casting tubes 43 has cup jointed spring 45, the outside of a set of slip casting tubes 43 has cup jointed ring 47, the die plate is installed to the side of being responsible for 3 of the side of the mould 1, the upper and lower side of the die plate is installed to the side of the apron 3.

The number of the die modules 1 is 4, a group of die modules 1 can form a single die, a group of main board bodies 11 can form a round barrel body, handles are fixedly connected to the outer curved surfaces of the main board bodies 11, and the dies are formed by splicing the die modules, so that the precast piles can be conveniently taken out from the dies in the follow-up process; the cover plate 3 consists of a plate body and a lower protruding block, an opening is formed in the inner side of the plate body of the cover plate 3, the cross section of the protruding block of the cover plate 3 is the same as the opening area of the splicing clamping hole 17, the inner diameter of the opening of the plate body of the cover plate 3 is the same as the inner diameter of a barrel body surrounded by a group of main plate bodies 11, the structure of a single die can be limited and clamped through the arranged cover plate 3, and concrete passing through the splicing clamping hole 17 during pouring is avoided; the lath 21 is arranged on the inner side of the sinking groove 12, the inserting blocks 22 are arranged on the inner side of the inserting holes 13, the wall thickness of the lath 21 is one time of the depth dimension of the sinking groove 12, the outer curved surfaces of the inserting blocks 22 are attached to the inner wall of the inserting holes 13, and a group of die modules 1 can be tightly combined through the arranged connecting structure 2; the bedplate 46 comprises inserting blocks and a bottom plate, the diameter of the bottom plate of the bedplate 46 is larger than that of the main pipe 41, a damping layer is arranged on the inner wall of the limiting ring 47, springs 45 are arranged between the outer end face of the fixing ring 44 and the outer end face of the pipe body group 42, the grouting module 4 can be supported through the arranged bedplate 46, the limiting of the grouting pipe 43 can be kept through the limiting ring 47 and the damping layer thereof, and the springs 45 and the fixing ring 44 can pop up the grouting pipe 43 after the limiting ring 47 is lost.

The working flow is as follows: when the photovoltaic power generation construction is carried out on the high hillside land, the position needing to be searched nearby is prefabricated by the mould, a worker assembles four mould modules 1 which are a group through the connecting structure 2 to form a single mould, the cover plate 3 is clamped into the mould from top to bottom, the mould is a cylinder in the middle of an upper square plate and a lower square plate, the moulds are mutually spliced, the square plates of the mould are mutually attached and are not in flow gap, the cover plates 3 are mutually attached and are not in flow gap, then the steel reinforcement cages are hung into the inner sides of the moulds through the crane, the grouting modules 4 are placed into the inner sides of the steel reinforcement cages, the grouting modules 4 are supported through the seat plate 46, the worker observes and aligns on the upper sides of the moulds, the limiting rings 47 are picked up through the pickers or other tools after the alignment, the limiting of the limiting rings 47 are lost, the grouting pipes 43 are ejected out through the steel reinforcement cages by the elasticity of the springs 45 and inserted into the corresponding reserved positions 15 (the outlet of the grouting pipes 43 is prevented from being blocked in the process of subsequent pouring), after the grouting modules 4 are installed, concrete pouring can be carried out in the mould to form concrete piles (the inlet of the main pipe 41 is sealed before pouring), finally the mould is disassembled, after the concrete piles are installed and pressed in the mountain, a small amount of grouting can be carried out through the grouting modules 4 of the piles to fill gaps between the piles and the soil (the inlet of the main pipe 41 is firstly sealed and removed), the piles are tightly combined with geology, when the piles to be prefabricated are longer, a single mould can be stacked up and down to be lengthened with a conventional fixing piece through the splicing clamping holes 17 (the grouting modules 4 can also be combined and spliced to be lengthened through the through pipes), so that the mould can prefabricate longer piles.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. The utility model provides a mountain region photovoltaic module support construction concrete pile construction mould, includes mould module (1), connection structure (2) and slip casting module (4), its characterized in that: connection structure (2) all sets up between a set of mould module (1), slip casting module (4) all sets up the inboard at a set of mould module (1), mould module (1) are including mainboard body (11), sink (12) have all been seted up to the both sides of mainboard body (11), jack (13) have all been seted up to the inboard of sink (12), the inboard of mainboard body (11) all is provided with semicircle sand grip (14), reserve position (15) have all been seted up to the inner wall of mainboard body (11), the equal fixedly connected with base plate (16) of upper and lower both sides of mainboard body (11), splice draw-in hole (17) have all been seted up to the inboard of base plate (16), connection structure (2) are including slat (21), equal fixedly connected with inserted block (22) in both sides of slat (21), slip casting module (4) are including being responsible for (41), the outside both sides of being responsible for (41) all communicate and are organized (42), the equal slip casting pipe (43) of the inboard of managing (42) has all been provided with semicircle sand grip (43), equal slip casting pipe (43) have all to cup joint slip casting pipe (43) outside (43), equal slip casting pipe (43) have fixed ring (43) and fixed ring (43) have, equal slip casting pipe (43) is connected with (43), the lower side of the main pipe (41) is provided with a seat plate (46), and the upper side of the die module (1) is provided with a cover plate (3).

2. The mountain photovoltaic module bracket construction concrete pile construction mold according to claim 1, wherein: the novel plastic mold comprises a main plate body (11), wherein the main plate body is provided with a plurality of mold modules (1), the mold modules (1) are arranged in a total number of the mold modules, a group of mold modules (1) can form a single mold, a group of main plate body (11) can enclose a circular barrel body, and handles are fixedly connected to the outer curved surfaces of the main plate body (11).

3. The mountain photovoltaic module bracket construction concrete pile construction mold according to claim 1, wherein: the cover plate (3) is composed of a plate body and a lower protruding block, an opening is formed in the inner side of the plate body of the cover plate (3), the cross section of the protruding block of the cover plate (3) is identical to the opening area of the spliced clamping hole (17), and the opening inner diameter of the plate body of the cover plate (3) is identical to the inner diameter of a barrel body surrounded by a group of main plate bodies (11).

4. The mountain photovoltaic module bracket construction concrete pile construction mold according to claim 1, wherein: the lath (21) is arranged on the inner side of the sinking groove (12), the inserting blocks (22) are arranged on the inner side of the inserting holes (13), the wall thickness of the lath (21) is one time of the groove depth of the sinking groove (12), and the outer curved surfaces of the inserting blocks (22) are attached to the inner wall of the inserting holes (13).

5. The mountain photovoltaic module bracket construction concrete pile construction mold according to claim 1, wherein: the seat board (46) comprises an inserting block and a bottom board, the diameter of the bottom board of the seat board (46) is larger than that of the main pipe (41), a damping layer is arranged on the inner wall of the limiting ring (47), and springs (45) are arranged between the outer end face of the fixing ring (44) and the outer end face of the pipe body of the through pipe group (42).