Leveling construction structure for rock plate laying

Abstract

The utility model discloses a leveling construction structure for rock plate laying, and belongs to the technical field of decoration construction. Comprising a base layer surface, a plurality of keels which are arranged at equal intervals are anchored on the base layer surface, flat standard surfaces are arranged at the tops of the keels, the standard surfaces at the tops of the keels are flush and horizontal, the base layer surface and the positions between the keels are filled with adhesive mortar layers, and the surfaces of the adhesive mortar layers are flush with the standard surfaces. A rock plate is laid on the adhesive mortar layer; according to the utility model, the keels of which the positions are easier to adjust are arranged on the surface of the base layer, the standard sheets on the keels are adjusted to be flush and horizontal, and then the standard surface is taken as a reference, so that the surface of the adhesive mortar layer is more horizontal and flat, and the rock plates laid on the adhesive mortar layer are more flat.

Description

Technical Field

[0001] The utility model belongs to the technical field of decoration construction, in particular to a leveling construction structure for laying rock slabs. Background Art

[0002] Nowadays, rock slabs are mainly used in furniture and kitchen panels. As a new species in the home furnishing field, rock slab home furnishings have the characteristics of large specifications, strong plasticity, diverse colors, high temperature resistance, abrasion resistance, anti-penetration, acid and alkali resistance, zero formaldehyde, environmental protection and health compared with other home furnishing products.

[0003] When laying rock slabs on the ground now, it is necessary to fill the concrete base on the ground and scrape it to make the concrete base reach the flatness requirement, then lay the rock slabs on the concrete base and use a rubber hammer to knock it flat to complete the installation of the rock slabs. When laying the rock slabs, in order to ensure that the whole rock slab is laid flat, it is often aligned with the adjacent laid rock slabs. However, there will be some misalignment during alignment. As the error increases a little bit, there may be a slight overall tilt.

[0004] Therefore, the existing rock slab leveling process is cumbersome and difficult to operate, with low leveling efficiency and high construction labor costs. Utility Model Content

[0005] In view of this, the purpose of the utility model is to overcome the deficiencies in the prior art and provide a leveling construction structure for laying rock slabs. The application provides the following technical solutions:

[0006] It includes a base surface, on which a plurality of equidistant keels are anchored, and the top of the keels is provided with a flat standard surface, and the standard surfaces at the tops of the plurality of keels are flush and horizontal, and a bonding mortar layer is filled on the base surface and between the keels, and the surface of the bonding mortar layer is flush with the standard surface, and a rock slab is laid on the bonding mortar layer.

[0007] By setting the keel, the standard surface on the keel can be leveled with tools such as a spirit level to make the standard surface horizontal and flush. After filling the bonding mortar on the base surface, the construction workers can use tools such as long scrapers or long strips to place the two ends of the long scraper on the standard surface on the keel, and then slide the long scraper to scrape the surface of the bonding mortar flush with the standard surface to form a bonding mortar layer. The surface of the bonding mortar layer is flush and horizontal, and then rock slabs are laid on the bonding mortar layer. The laid rock slabs are also relatively more flush and horizontal.

[0008] An interface agent layer is applied on the base surface, and the bonding mortar layer is filled on the interface agent layer.

[0009] Apply interface agent on the base surface, perform interface treatment on the base surface, and enhance the adhesion between the bonding mortar and the base surface.

[0010] The keel comprises a top plate, a support plate and a bottom plate, the bottom plate is anchored to the base surface, the support plate is fixed to the bottom plate, the top plate is fixed to the support plate, and the standard surface is arranged on the top plate.

[0011] A movable pad between the bottom plate and the base surface is provided with a gasket for supporting the bottom plate to make the standard surface horizontal.

[0012] By setting shims, when the keel is leveled, shims are placed between the bottom plate and the base surface to support the leveled keel so that the standard surface can remain firmly level.

[0013] A slot with a uniform depth is provided in the middle of the top plate, a calibration piece with a uniform width is inserted into the slot, and the top edge of the calibration piece is flush with the surface of the rock plate.

[0014] By setting the calibration piece, after the standard surface is level, the top edge of the calibration piece will be kept level after it is fully inserted into the slot. When laying the rock slab, the top edge of the calibration piece can be used as a reference to tap and adjust the rock slab so that the surface of the rock slab is flush with the top plate of the calibration piece. After laying, the entire rock slab surface is smoother and more level.

[0015] An observation port for checking whether the calibration sheet is properly inserted is arranged on the side wall of the slot.

[0016] The observation ports are arranged at both ends and the middle of the slot.

[0017] Observation ports are provided at both ends and the middle of the slot to confirm that the calibration piece is inserted into place at both ends and the middle of the slot, so as to ensure that the entire calibration piece is inserted into place.

[0018] In summary, due to the adoption of the above technical solution, the beneficial effects of the utility model are:

[0019] By setting a keel that is easier to adjust its position on the base surface, adjusting the standard piece on the keel to be flush and horizontal, and then using the standard surface as a reference, the surface of the bonding mortar layer is made more horizontal and smooth, and the rock slabs laid on the bonding mortar layer are also smoother.

[0020] In order to make the above-mentioned objects, features and advantages of the present application more obvious and understandable, preferred embodiments are given below and described in detail with reference to the attached drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.

[0022] Figure 1 It is a schematic diagram of the leveling construction structure for rock slab laying.

[0023] Figure 2 This is an enlarged view of point A in the construction diagram of the leveling construction structure for rock slab laying.

[0024] Figure 3 It is a structural diagram of the keel in the leveling construction structure for laying rock slabs.

[0025] Figure 4 It is a schematic diagram of the gasket setting in the leveling construction structure of rock slab laying.

[0026] Figure 5 It is a schematic diagram of the observation port in the leveling construction structure for rock slab laying.

[0027] Figure numerals: 1. base surface layer; 11. interface agent layer; 2. keel; 21. standard surface; 22. top plate; 221. slot; 222. observation port; 23. support plate; 24. bottom plate; 25. gasket; 26. calibration plate; 3. bonding mortar layer; 4. rock plate. DETAILED DESCRIPTION

[0028] The embodiments of the present application are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application, and cannot be understood as limiting the present application.

[0029] In this application, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0030] In the present application, unless otherwise clearly specified and limited, a first feature being “above” or “below” a second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being “above”, “above”, and “above” a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being “below”, “below”, and “below” a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.

[0031] Please refer to Figure 1-5 As shown, the leveling construction structure for laying rock slabs provided by the utility model includes a base surface 1, on which are anchored a plurality of equidistant keels 2, and on top of the keels 2 a flat standard surface 21 is provided, the standard surfaces 21 on the tops of the plurality of keels 2 are flush and horizontal, a bonding mortar layer 3 is filled on the base surface 1 and between the keels 2, the surface of the bonding mortar layer 3 is flush with the standard surface 21, and a rock slab 4 is laid on the bonding mortar layer 3.

[0032] An interface agent layer 11 is coated on the base surface 1 , and the bonding mortar layer 3 is filled on the interface agent layer 11 .

[0033] The keel 2 includes a top plate 22 , a support plate 23 and a bottom plate 24 . The bottom plate 24 is anchored to the base surface 1 . The support plate 23 is fixed on the bottom plate 24 . The top plate 22 is fixed on the support plate 23 . The standard surface 21 is arranged on the top plate 22 .

[0034] Anchor holes are provided on the bottom plate 24 , and anchor bolts are inserted through the anchor holes on the bottom plate 24 into the base surface 1 to anchor the bottom plate 24 .

[0035] A spacer 25 is provided between the bottom plate 24 and the base surface 1 to support the bottom plate 24 and make the standard surface 21 horizontal.

[0036] The gasket 25 is a steel sheet, and the user performs grinding processing on site according to the required gasket thickness.

[0037] A slot 221 with a uniform depth is provided in the middle of the top plate 22 , and a calibration piece 26 with a uniform width is inserted into the slot 221 , and the top edge of the calibration piece 26 is flush with the surface of the rock plate 4 .

[0038] The width of the calibration sheet 26 is equal to the sum of the depth of the slot 221 and the thickness of the rock plate 4 .

[0039] An observation port 222 for checking whether the calibration sheet 26 is properly inserted is provided on the side wall of the slot 221 .

[0040] Observation ports 222 are disposed at both ends and the middle of the slot 221 .

[0041] In the specific implementation, an anchor hole is opened on the base surface 1, and then the keel 1 is placed on the base surface 1. After the standard surface 21 on the keel 1 is measured with a level ruler to be horizontal, a gasket 25 is placed between the bottom plate 24 and the base surface 1, and the bottom plate 24 is anchored on the base surface 1 by anchor bolts. The calibration piece 26 is inserted into the slot 221 and observed through the observation port 222 to ensure that the calibration piece 26 is completely inserted into the slot 221; then, an interface agent is applied on the base surface 1 to form an interface agent layer 11, and an interface agent layer 12 is formed on the interface. The bonding mortar is filled on the surface agent layer 11. When filling the bonding mortar, the construction workers use the two ends of a long scraper to set up on the standard surface 21 on the keel 2, and then slide the long scraper to scrape the surface of the bonding mortar so that the surface of the bonding mortar is flush with the standard surface 21 to form a bonding mortar layer 3. Then, the rock slab 4 is laid on the bonding mortar layer 3 and knocked flat to make the surface of the rock slab 4 flush with the top edge of the calibration piece 26. After completing the laying of the rock slab 4, pull out the calibration piece 26 and perform seam beauty treatment.

[0042] Although the embodiments of the present application have been shown and described above, it can be understood that the above embodiments are exemplary and cannot be understood as limitations on the present application. Ordinary technicians in this field can change, modify, replace and modify the above embodiments within the scope of the present application.

Claims

1. The leveling construction structure for laying rock slabs is characterized by: The invention comprises a base surface (1), on which a plurality of equidistant keels (2) are anchored, a flat standard surface (21) is provided on the top of the keels (2), the standard surfaces (21) on the tops of the plurality of keels (2) are flush and horizontal, a bonding mortar layer (3) is filled on the base surface (1) and between the keels (2), the surface of the bonding mortar layer (3) is flush with the standard surface (21), and a rock slab (4) is laid on the bonding mortar layer (3).

2. The leveling construction structure for laying rock slabs according to claim 1, characterized in that: An interface agent layer (11) is applied on the base surface (1), and the bonding mortar layer (3) is applied on the interface agent layer (11).

3. The leveling construction structure for laying rock slabs according to claim 1, characterized in that: The keel (2) comprises a top plate (22), a support plate (23) and a bottom plate (24); the bottom plate (24) is anchored to the base surface (1); the support plate (23) is fixed to the bottom plate (24); the top plate (22) is fixed to the support plate (23); and the standard surface (21) is arranged on the top plate (22).

4. The leveling construction structure for laying rock slabs as claimed in claim 3, characterized in that: A gasket (25) is provided between the bottom plate (24) and the base surface (1) to support the bottom plate (24) so ​​that the standard surface (21) is horizontal.

5. The leveling construction structure for laying rock slabs as claimed in claim 3, characterized in that: A slot (221) of uniform depth is provided in the middle of the top plate (22), a calibration piece (26) of uniform width is inserted into the slot (221), and the top edge of the calibration piece (26) is flush with the surface of the rock plate (4).

6. The leveling construction structure for laying rock slabs as claimed in claim 5, characterized in that: An observation port (222) for checking whether the calibration sheet (26) is properly inserted is provided on the side wall of the slot (221).

7. The leveling construction structure for laying rock slabs according to claim 6, characterized in that: The observation ports (222) are provided at both ends and the middle of the slot (221).

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