Thin-layer full-seamless concrete integral ground

Abstract

The utility model provides a thin-layer full-seamless concrete integral floor, relates to the technical field of concrete building terraces, and solves the technical problems that the existing non-kerf concrete floor is only suitable for a small-area separated warehouse floor and a thin-layer concrete floor is easy to hollowing and upwarp. The middle layer comprises the terrace layer and the bonding layer used for bonding the base layer and the terrace layer, embedded formworks and binding steel bars which are used for achieving contraction stress release and load transfer and are free of seams are arranged at the construction seams of the terrace layer, and steel fibers used for improving tensile strength are mixed in the terrace layer. The lower end of the embedded formwork penetrates through the bonding layer to be connected with the base layer, and the surface layer covers the embedded formwork. On the premise of ensuring the normal functions of the ground, the full seamless effect of the overlarge area of more than 10,000 square meters on the ground can be realized; the problems of cracking, hollowing, continuous increase of maintenance and repair cost and the like of various thin-layer terraces caused by concrete shrinkage, use load, various terrace seams and the like can be solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to concrete floor technology field, specifically, relate to a thin layer full seamless concrete integral floor. BACKGROUND

[0002] With the intelligent upgrading of domestic industry and cold chain industry in recent years, and the gradual clarification of the trend of building up floors and multi-storey design buildings, the functional quality requirements for building floors and floor surfaces are becoming higher and higher, and the use function requirements tend to be diversified. In addition to the use function, high requirements are also put forward for the decoration appearance. Quality problems such as functional unsatisfactory demand, cracking, hollowing, poor flatness, and increasing maintenance and repair costs are common in the floor and floor surface engineering of more and more buildings. Quality problems such as shell, peeling, poor durability, discoloration and other quality problems of coating type surface layer floor also show a more and more common trend, resulting in quality claim disputes and social contradictions, which often causes great loss to the owners or users.

[0003] Traditional 50-80 thick thin plate floor usually adopts sweeping and bonding and surface cutting seam method, and all cutting seam areas and corner areas are very common and obvious. With the advancement of concrete shrinkage, the floor continues to crack and hollow at random. When the vehicle and other material handling equipment are crushed or loaded for use, the floor will continue to crack and even crack, and the saw cutting seam has poor durability and the edge is easily damaged. Usually, the floor under the industrial and logistics use is damaged within 2 years, which affects the use, especially in the industrial and cold chain logistics field, which even produces functional problems that cannot be repaired.

[0004] Therefore, a kind of seamless polished concrete integral floor is proposed in the patent with publication number CN221372780U, including lower layer, middle layer and surface layer from bottom to top;The middle layer includes first isolation film, insulation layer and second isolation film arranged from bottom to top. It can realize seamless floor under the premise of ensuring normal function of floor, so as to achieve the functional requirement of no maintenance in later period. But it is through the construction of multi-layer structure of floor, through the setting of middle layer isolation film, the constraint of lower layer to surface is reduced, so that the whole floor surface can freely slide when drying. Although it can achieve seamless, it cannot avoid the drying shrinkage of the floor surface, but only transfers the drying shrinkage to the whole sliding. This means that it is only suitable for small block floor seamless laying, and for large area floor laying, the cumulative amount of free sliding in horizontal plane is large, which is not easy to realize, and cracks are easy to produce. The upper layer and the base layer are not stable to ensure sliding connection, and hollowing, warping and other quality problems are easy to occur in later period. UTILITY MODEL CONTENTS

[0005] The utility model discloses a thin layer full seamless concrete integral ground, which is used to solve the technical problem that the existing seamless concrete ground is only suitable for small area ground and is prone to hollowing and warping.

[0006] The embodiment of the utility model realizes the following technical scheme:

[0007] A thin layer full seamless concrete integral ground comprises a base layer, a middle layer and a surface layer arranged from bottom to top, the middle layer comprises a terrace layer and an adhesive layer for bonding the base layer and the terrace layer, a buried formwork for realizing shrinkage stress release and load transfer without leaving a seam is arranged at a construction joint of the terrace layer, steel fibers for increasing tensile strength are added in the terrace layer, the lower end of the buried formwork penetrates through the adhesive layer and is connected to the base layer, and the surface layer covers the buried formwork.

[0008] Preferably, the buried formwork is further provided with horizontal sub-compartment transfer bars for load transfer.

[0009] Preferably, the terrace layer is further provided with cushion blocks for fixing and supporting the sub-compartment transfer bars, fixing bars and binding steel bars for fixing the buried formwork.

[0010] Preferably, the fixing bars comprise first fixing bars supported at one end by the cushion blocks and second fixing bars for fixing and supporting the first fixing bars.

[0011] Preferably, the buried formwork comprises a first formwork arranged above the steel mesh and a second formwork arranged below the steel mesh, and the second formwork is connected to the first formwork in a staggered manner through the steel mesh.

[0012] Preferably, the terrace layer is further provided with single-layer bidirectional steel mesh for reducing the risk of cracking and panel surface embedded steel bars for fixing the steel mesh, and the steel mesh penetrates through the buried formwork as a whole.

[0013] Preferably, the panel surface embedded steel bars comprise a main part connected to the base layer and a panel part for supporting and fixing the steel mesh.

[0014] The technical scheme provides a stable support foundation, ensures the flatness and bearing capacity of the overall ground, enhances the adhesion between the base layer and the floor layer, prevents delamination and peeling, provides good wear resistance and durability as the main bearing and use layer, protects the floor layer, provides an aesthetic surface, and increases the anti-skid performance. By setting the embedded formwork at the construction joint, the shrinkage stress generated during the solidification of the concrete can be effectively released, and the generation of cracks can be reduced. The embedded formwork not only connects the base layer and the floor layer, but also realizes effective load transfer through its structural design (such as the compartmentalized load transfer bar), thereby improving the bearing capacity and stability of the overall ground. Through the design of the embedded formwork, no obvious gap is left at the construction joint, and the integrity and aesthetics of the ground are improved.

[0015] The addition of steel fibers significantly improves the tensile strength of the floor layer, enhances the crack resistance and durability of the ground. The addition of steel fibers makes the concrete more ductile, better able to resist impact and wear. The compartmentalized load transfer bar ensures that the load at the construction joint can be evenly transferred, avoiding local stress concentration and improving the overall bearing capacity of the ground. The combination of the compartmentalized load transfer bar and the embedded formwork enhances the connection between the layers and improves the stability of the overall structure. The spacer and the fixing rib ensure the stability and positional accuracy of the compartmentalized load transfer bar, preventing displacement during construction. The fixing rib (including the first fixing rib and the second fixing rib) provides additional support, enhances the fixing effect of the embedded formwork, and improves the strength and stability of the overall structure.

[0016] The setting of the steel mesh significantly improves the crack resistance of the floor layer and reduces cracking caused by temperature changes and load effects. The steel mesh is integrally passed through the embedded formwork, ensuring the connection of each part and improving the structural integrity of the overall ground. The panel-embedded steel bar connects the base layer through its main part and supports the steel mesh, ensuring the stability and positional accuracy of the steel mesh. Through the above design, a seamless connection of the ground is achieved, improving the integrity and aesthetics of the ground. The durability and service life of the ground are significantly improved.

[0017] The design of the thin-layer full-seamless concrete overall ground of the utility model realizes the integrity, stability, crack resistance, and aesthetics of the ground through multiple measures such as multi-level structure, embedded formwork, steel fiber, compartmentalized load transfer bar, steel mesh, and panel-embedded steel bar, significantly improving the service life and performance of the ground. On the premise of ensuring the normal function of the ground, a full-seamless ground with an area of more than 10,000 square meters can be realized, thereby improving the traffic efficiency and meeting the functional requirements of no maintenance in the later stage, solving the problems of cracking, hollowing, and increasing maintenance and repair costs caused by concrete shrinkage, use load, and various floor joints.

[0018] The technical scheme of the utility model embodiment has at least the following advantages and beneficial effects:

[0019] 1、The utility model discloses a thin layer seamless concrete whole ground can realize the full seamless of more than 10000 square super large area on the premise of guaranteeing the normal function of ground;

[0020] 2、The utility model discloses solve the problem such as the cracking, hollowing, maintenance and repair cost continuous increase of various thin layer terrace because of the shrinkage of concrete, use load, various terrace joints and the like. BRIEF DESCRIPTION OF DRAWINGS

[0021] In order to more clearly illustrate the technical scheme of the utility model embodiment, the following will be needed to use the drawings in the embodiment briefly introduced, it should be understood that the following drawings only shows some embodiments of the utility model, therefore should not be seen as the limitation to the range, for the ordinary skilled person in the art comes, under the premise of not paying the creative labor, can also obtain other related drawings according to these drawings.

[0022] Figure 1 The side view structural schematic diagram of thin layer seamless concrete whole ground provided for the utility model embodiment 1;

[0023] Figure 2 The partial structural schematic diagram of thin layer seamless concrete whole ground provided for the utility model embodiment 1;

[0024] Figure: 1, base layer;2, adhesive layer;31, version planting steel bar;311, version part;32, cushion block;4, terrace layer;5, surface layer;6, steel mesh;7, embedded formwork;71, warehouse force transmission rod;72, fixed rib;721, first fixed rib;722, second fixed rib;73, first formwork;74, second formwork. DETAILED DESCRIPTION

[0025] In order to make the purpose, technical scheme and advantage of the utility model embodiment more clearly, the following will be combined with the drawings in the utility model embodiment, and the technical scheme in the utility model embodiment is clearly and completely described, obviously, the described embodiment is a part of the embodiment of the utility model, not all the embodiment. The components of the utility model embodiment described and shown in the drawing here can be arranged and designed in various different configurations.

[0026] Therefore, the following detailed description of the embodiment of the utility model provided in the drawing is not intended to limit the scope of the claimed utility model, but only represents the selected embodiment of the utility model. Based on the embodiment in the utility model, all other embodiments obtained by the ordinary skilled person in the art without making creative labor belong to the scope of the utility model protection.

[0027] It should be noted that like numerals and letters refer to like items throughout the several views, and once an item is defined in one view, it should not require further defining and explaining in subsequent views.

[0028] In the description of the utility model, it needs to be explained that, if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like indicate the orientation or position relationship based on the orientation or position relationship shown in the drawings, or the orientation or position relationship of the product of the application when it is usually placed, which is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, therefore, it cannot be understood as a limitation on the utility model.

[0029] In the description of the utility model, it also needs to be explained that, unless otherwise explicitly specified and limited, if the terms "set", "install", "connect", "connect" appear, they should be understood in a broad sense, for example, they can be fixedly connected, or they can be detachably connected, or integrally connected; can be mechanically connected, or electrically connected; can be directly connected, or indirectly connected through an intermediate medium; can be the communication between two elements. For ordinary skilled persons in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0030] Embodiment 1

[0031] A thin-layer full-seamless concrete integral floor comprises, from bottom to top, a base layer 1, a middle layer and a surface layer 5, the middle layer comprises a terrace layer 4 and a bonding layer 2 for bonding the base layer 1 and the terrace layer 4, the terrace layer 4 is provided with a buried formwork 7 for realizing shrinkage stress release and load transfer without seam at the construction joint, the terrace layer 4 is mixed with steel fibers for increasing tensile strength, the lower end of the buried formwork 7 penetrates through the bonding layer 2 and connects the base layer 1, and the surface layer 5 covers the buried formwork 7.

[0032] In the embodiment, the buried formwork 7 is also provided with horizontal compartmentalized force transmission bars 71 for load transfer and binding steel bars.

[0033] In the embodiment, the terrace layer 4 is also provided with a cushion block 32 for fixing and supporting the compartmentalized force transmission bars 71 and a fixing bar 72 for fixing the buried formwork 7.

[0034] In the embodiment, the fixing bar 72 comprises a first fixing bar 721 supported at one end by the cushion block 32 and a second fixing bar 722 for fixing and supporting the first fixing bar 721.

[0035] In this embodiment, the embedded formwork 7 includes a first formwork 73 placed above the steel mesh 6 and a second formwork 74 placed below the steel mesh 6, which is connected to the first formwork 73 through the steel mesh 6.

[0036] In this embodiment, the floor layer 4 is also provided with a single-layer two-way steel mesh 6 to reduce the risk of cracking and a face-mounted bar 31 to fix the steel mesh 6, which is connected through the embedded formwork 7.

[0037] In this embodiment, the face-mounted bar 31 includes a main part connected to the base layer 1 and a face part 311 supporting and fixing the steel mesh 6.

[0038] Working principle and technical scheme: Provides a stable support foundation to ensure the flatness and load-bearing capacity of the overall floor. Enhances the adhesion between the base layer 1 and the floor layer 4, preventing delamination and peeling. As the main load-bearing and use layer, it provides good wear resistance and durability. Protects the floor layer 4, providing an aesthetically pleasing surface while increasing slip resistance. By setting embedded formwork 7 at construction joints, it can effectively release the shrinkage stress generated during the solidification process of concrete, reducing the occurrence of cracks. Embedded formwork 7 not only connects the base layer 1 and the floor layer 4, but also effectively transfers loads through its structural design (such as compartmentalized load transfer bars 71), improving the load-bearing capacity and stability of the overall floor. Through the design of embedded formwork 7, no obvious gaps are left at the construction joints, improving the overall integrity and aesthetics of the floor.

[0039] The addition of steel fibers significantly improves the tensile strength of the floor layer 4, enhancing the floor's crack resistance and durability. The addition of steel fibers makes the concrete more ductile, better able to resist impact and wear. Compartmentalized load transfer bars 71 ensure that loads at construction joints are evenly transferred, avoiding local stress concentration and improving the overall load-bearing capacity of the floor. Compartmentalized load transfer bars 71 combined with embedded formwork 7 enhance the connection between layers and improve the stability of the overall structure. Pads 32 and fixing bars 72 ensure the stability and positional accuracy of compartmentalized load transfer bars 71, preventing displacement during construction. Fixing bars 72 (including first fixing bars 721 and second fixing bars 722) provide additional support, enhancing the fixing effect of embedded formwork 7 and improving the strength and stability of the overall structure.

[0040] The setting of the steel mesh 6 significantly improves the crack resistance of the floor layer 4 and reduces the cracking caused by temperature changes and load actions. The steel mesh 6 is integrally penetrated through the embedded formwork 7, ensuring the connection of each part and improving the structural integrity of the overall floor. The panel embedded steel 31 connects the base layer 1 through the main body part, and the panel part 311 supports and fixes the steel mesh 6, ensuring the stability and positional accuracy of the steel mesh 6. Through the above design, the full-seamless connection of the floor is realized, and the integrity and aesthetics of the floor are improved.

[0041] The above is only the preferred embodiment of the present application and is not intended to limit the present application. For those skilled in the art, the present application can be variously changed and modified. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A thin-layer seamless concrete monolithic floor, comprising a base layer (1), an intermediate layer, and a surface layer (5) arranged from bottom to top, characterized in that: The intermediate layer includes a floor layer (4) and an adhesive layer (2) for bonding the base layer (1) to the floor layer (4). The floor layer (4) has an embedded template (7) at the construction joint to achieve shrinkage stress release and load transfer without leaving a gap. The floor layer (4) contains steel fibers to increase tensile strength. The lower end of the embedded template (7) passes through the adhesive layer (2) and connects to the base layer (1). The surface layer (5) covers the embedded template (7).

2. The thin-layer seamless concrete monolithic floor according to claim 1, characterized in that: The embedded formwork (7) is also provided with horizontal load transfer bars (71) and tie bars for load transfer.

3. The thin-layer seamless concrete monolithic floor according to claim 2, characterized in that: The floor layer (4) is also provided with pads (32) for fixing and supporting the compartment force transmission rods (71) and fixing ribs (72) for fixing the embedded templates (7).

4. The thin-layer seamless concrete monolithic floor according to claim 3, characterized in that: The fixing rib (72) includes a first fixing rib (721) supported at one end by the pad (32) and a second fixing rib (722) used to fix and support the first fixing rib (721).

5. The thin-layer seamless concrete monolithic floor according to claim 4, characterized in that: The embedded template (7) includes a first template (73) set on the steel mesh (6) and a second template (74) set below the steel mesh (6), wherein the second template (74) passes through the steel mesh (6) and is misaligned to connect with the first template (73).

6. A thin-layer seamless concrete monolithic floor according to any one of claims 1-5, characterized in that: The floor layer (4) is also provided with a single-layer bidirectional steel mesh (6) to reduce the risk of cracking and a panel anchor (31) to fix the steel mesh (6). The steel mesh (6) passes through the embedded template (7) as a whole.

7. The thin-layer seamless concrete monolithic floor according to claim 6, characterized in that: The panel reinforcement (31) includes the main body part that connects the base layer (1) and the panel part (311) that supports and fixes the steel mesh (6).

Images