CN215407238U - Super resistant special kind of anti mortar screed-coat structure that excels in - Google Patents

Abstract

The utility model discloses a super-resistant special high-strength anti-cracking mortar leveling layer structure, and relates to the technical field of building construction. The mortar groove pouring device comprises a base layer and a sliding part, wherein a pouring frame is arranged on the upper surface of the base layer, guide plates are arranged on the front end surface and the rear end surface of the pouring frame, a mortar groove is formed in the pouring frame, the front end surface and the rear end surface of the pouring frame are respectively provided with a guide plate, a sliding rail is arranged on the upper surface of each guide plate, a plurality of sliding blocks are arranged on the bottom surface of the sliding part and are in sliding fit with the sliding rails, a roller groove is formed in the bottom surface of the sliding part, a first roller is rotatably connected between two adjacent side walls of the roller groove, and a first leveling roller is arranged on the peripheral side surface of the first roller. According to the utility model, through the sliding part, the first rolling shaft, the first leveling roller, the second rolling shaft, the second leveling roller and the ribs, the leveling efficiency of constructors is greatly improved, the operation is convenient, the leveling effect is good, the phenomenon of hollowing at the later stage of mortar is avoided, and the cracking phenomenon after the mortar is solidified is prevented.

Description

Super resistant special kind of anti mortar screed-coat structure that excels in

Technical Field

The utility model belongs to the technical field of building construction, and particularly relates to a leveling layer structure for super-resistant special high-strength anti-cracking mortar.

Background

The leveling layer is a base layer which is leveled and paved due to the fact that the original structural surface has unevenness or gradient, the material is generally cement mortar, fine stone concrete and the like, and the paving of the leveling layer is beneficial to paving a surface layer or a waterproof and heat-insulating layer and the like on the leveling layer.

At present, most of leveling layers on domestic floor slabs are fine stone concrete layers with the thickness of 4-6 centimeters, leveling is inconvenient to operate during construction, so that the leveling efficiency is low, the construction period is prolonged, and phenomena such as hollowing, cracking, sanding and the like are easy to occur at the later stage of construction; therefore, a super-resistant special high-strength anti-cracking mortar leveling layer structure is provided.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a leveling layer structure for super-resistant special high-strength anti-cracking mortar, which solves the problems that the leveling of the existing leveling layer structure is inconvenient to operate, the leveling efficiency is low, the construction period is prolonged, and phenomena such as hollowing, cracking, sanding and the like are easy to occur in the later construction period.

In order to solve the technical problems, the utility model is realized by the following technical scheme:

the utility model relates to a super-high-strength anti-cracking mortar leveling layer structure, which comprises a base layer and a sliding part, wherein a pouring frame is arranged on the upper surface of the base layer, a mortar groove is formed in the pouring frame, guide plates are arranged on the front end surface and the rear end surface of the pouring frame, a sliding rail is arranged on the upper surface of each guide plate, a plurality of sliding blocks are arranged on the bottom surface of each sliding part, the sliding blocks are in sliding fit with the sliding rails, a roller groove is formed in the bottom surface of each sliding part, a first rolling shaft is rotatably connected between the two adjacent side walls of the roller groove, a first leveling roller is arranged on the peripheral side surface of the first rolling shaft, pouring can be carried out through the mortar groove, the pouring frame shields mortar, the sliding parts slide through the sliding rails, when mortar is poured in the pouring frame, the sliding parts are moved, the first rolling shafts drive the first leveling rollers to rotate the first leveling rollers to level the mortar, and the leveling efficiency of construction personnel is greatly improved, and convenient operation, the flattening is effectual, has avoided the empty condition of bulging to appear in the mortar later stage.

Further, still rotate between the adjacent both sides wall in roll slot and be connected with the second roller bearing, second roller bearing week side is provided with second flattening cylinder, second flattening cylinder week side circumference array has a plurality of ribs, and the second roller bearing drives second flattening cylinder and rotates, and rib in second flattening cylinder week side can make the arris groove to the mortar of flattening, and the arris groove is made evenly, prevents that the fracture phenomenon from appearing after the mortar solidifies.

Furthermore, still fixedly connected with baffle between the adjacent both sides wall of roll slot, the baffle is located between first roller bearing and the second roller bearing, the relative both sides face of baffle all is provided with prevents the adsorbed layer, and the baffle can push unnecessary mortar, makes the mortar level and more smooth, prevents that the adsorbed layer from avoiding the mortar to solidify in the position of baffle.

Further, the inside spacing post that is provided with of slide rail, a through-hole has been run through to slider side, spacing post runs through the through-hole, and spacing post is spacing to the slider, promotes the holistic stability of structure.

Further, a handle is arranged on the upper surface of the sliding piece.

Further, the guide plate is matched with the pouring frame through threads to form a plurality of bolts, and the bolts enable the installation and the disassembly of the device to be more convenient, so that the construction efficiency is improved.

The utility model has the following beneficial effects:

according to the utility model, through the sliding part, the first rolling shaft, the first leveling roller, the second rolling shaft, the second leveling roller and the ribs, the leveling efficiency of constructors is greatly improved, the operation is convenient, the leveling effect is good, and the situation of hollowing in the later stage of mortar is avoided; through setting up the baffle and preventing the adsorbed layer, can carry out the propelling movement to unnecessary mortar and make the mortar more level and more smooth, prevent that the adsorbed layer avoids the mortar to solidify in the position of baffle.

Of course, it is not necessary for any product in which the utility model is practiced to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

FIG. 1 is a schematic isometric side three-dimensional structure diagram of a super-resistant special high-strength anti-crack mortar leveling layer structure;

FIG. 2 is a front view structural schematic diagram of a super-resistant special high-strength anti-cracking mortar leveling layer structure;

FIG. 3 is a schematic top view structure diagram of a super-resistant special high-strength anti-crack mortar leveling layer structure;

FIG. 4 is a schematic view of the cross-sectional structure A-A of FIG. 3;

fig. 5 is a schematic view of the cross-sectional structure B-B in fig. 3.

In the drawings, the components represented by the respective reference numerals are listed below: 1. a base layer; 2. pouring a frame; 3. a mortar groove; 4. a guide plate; 5. a bolt; 6. a slide rail; 7. a slider; 8. a roller groove; 9. a handle; 10. a slider; 11. a through hole; 12. a limiting column; 13. a first roller; 14. a first leveling roller; 15. a second roller; 16. a second leveling roller; 17. a rib; 18. a baffle plate; 19. and an anti-adsorption layer.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "upper", "middle", "outer", "inner", and the like, indicate orientations or positional relationships, are used for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the referenced components or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.

Referring to fig. 1-5, the present invention is a super-durable high-strength anti-crack mortar leveling layer structure, including a base layer 1 and a sliding part 7, wherein a pouring frame 2 is installed on the upper surface of the base layer 1, a mortar groove 3 is installed inside the pouring frame 2, guide plates 4 are installed on the front and rear end surfaces of the pouring frame 2, a slide rail 6 is installed on the upper surface of the guide plate 4, a plurality of slide blocks 10 are installed on the bottom surface of the sliding part 7, the slide blocks 10 are in sliding fit with the slide rail 6, a roller groove 8 is installed on the bottom surface of the sliding part 7, a first roller 13 is rotatably connected between the two adjacent side walls of the roller groove 8, a first leveling roller 14 is installed on the peripheral side surface of the first roller 13, pouring can be performed through the mortar groove 3, the pouring frame 2 shields mortar, the sliding part 7 slides through the slide rail 6, when the mortar is poured in the pouring frame 2, the sliding part 7 is moved, the first roller 13 drives the first leveling roller 14 to rotate the first leveling roller 14 to level the mortar, this mode has greatly promoted constructor's flattening efficiency to convenient operation, the flattening is effectual, has avoided the mortar later stage the condition of hollowing to appear.

Preferably, a second roller 15 is rotatably connected between two adjacent side walls of the roller groove 8, a second leveling roller 16 is arranged on the peripheral side of the second roller 15, a plurality of ribs 17 are circumferentially arrayed on the peripheral side of the second leveling roller 16, the second roller 15 drives the second leveling roller 16 to rotate, the ribs 17 on the peripheral side of the second leveling roller 16 can be used for manufacturing rib grooves in the leveled mortar, the rib grooves are manufactured uniformly, and the cracking phenomenon after the mortar is solidified is prevented.

Preferably, a baffle 18 is fixedly connected between two adjacent side walls of the roller groove 8, the baffle 18 is located between the first roller 13 and the second roller 15, two opposite side surfaces of the baffle 18 are respectively provided with an anti-adsorption layer 19, the baffle 18 can push redundant mortar, the mortar is smoother, and the anti-adsorption layer 19 prevents the mortar from being solidified at the position of the baffle 18.

Preferably, slide rail 6 is inside to be provided with spacing post 12, and slider 10 side runs through there is through-hole 11, and spacing post 12 runs through-hole 11, and spacing post 12 is spacing to slider 10, promotes the holistic stability of structure.

Preferably, the slider 7 is provided with a handle 9 on its upper surface.

Preferably, screw-thread fit has a plurality of bolts 5 between baffle 4 and the frame of pouring 2, and bolt 5 makes the device's installation dismantle more convenient, helps promoting the efficiency of construction.

The embodiment shown in fig. 1-5 is a method for using a super-high-strength anti-crack mortar leveling layer structure: pouring can be carried out through the mortar groove 3, the pouring frame 2 shields mortar, the sliding part 7 slides through the sliding rail 6, when mortar is poured into the pouring frame 2, the sliding part 7 is moved, the first rolling shaft 13 drives the first leveling roller 14 to rotate the first leveling roller 14 to level the mortar, the method greatly improves the leveling efficiency of constructors, has convenient operation and good leveling effect, avoids the condition of hollowing at the later stage of mortar, the second roller 15 drives the second leveling roller 16 to rotate, the ribs 17 on the peripheral side of the second leveling roller 16 can be used for manufacturing prismatic grooves for leveling the leveled mortar, the prismatic grooves are manufactured uniformly, the phenomenon that the mortar is cracked after solidification is prevented, the two opposite side surfaces of the baffle 18 are provided with the anti-adsorption layers 19, the baffle 18 can push the redundant mortar, the mortar is enabled to be more smooth, and the anti-adsorption layers 19 prevent the mortar from being solidified at the position of the baffle 18; the bolt 5 facilitates the assembly and disassembly of the device.

In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the utility model disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the utility model to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best utilize the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims (6)

1. The utility model provides a super resistant special kind of anti-crack mortar screed-layer structure that excels in, includes basic unit (1) and slider (7), its characterized in that: base layer (1) upper surface mounting has pours frame (2), it is provided with mortar groove (3) to pour frame (2) inside both ends face all is provided with baffle (4) around pouring frame (2), baffle (4) upper surface is provided with slide rail (6), slider (7) bottom surface is provided with a plurality of sliders (10), slider (10) and slide rail (6) sliding fit, slider (7) bottom surface is provided with roller groove (8), it is connected with first roller bearing (13) to rotate between the adjacent both sides wall in roller groove (8), first roller bearing (13) week side is provided with first flattening cylinder (14).

2. The super-durable high-strength anti-crack mortar leveling layer structure according to claim 1, wherein a second roller (15) is rotatably connected between two adjacent side walls of the roller groove (8), a second leveling roller (16) is arranged on the peripheral side surface of the second roller (15), and a plurality of ribs (17) are circumferentially arrayed on the peripheral side surface of the second leveling roller (16).

3. The super-high-strength anti-crack mortar leveling layer structure according to claim 2, wherein a baffle (18) is fixedly connected between two adjacent side walls of the roller groove (8), the baffle (18) is positioned between the first roller (13) and the second roller (15), and two opposite side surfaces of the baffle (18) are provided with anti-adsorption layers (19).

4. The super-high-strength anti-cracking mortar leveling layer structure according to claim 1, wherein a limiting column (12) is arranged inside the sliding rail (6), a through hole (11) penetrates through one side surface of the sliding block (10), and the limiting column (12) penetrates through the through hole (11).

5. The super high strength anti-crack mortar leveling layer structure according to claim 1, wherein the sliding member (7) is provided with a handle (9) on the upper surface.

6. The super-high-strength anti-crack mortar leveling layer structure according to claim 1, wherein a plurality of bolts (5) are in threaded fit between the guide plate (4) and the pouring frame (2).

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