Connection construction method for joints of ground blocks made of different materials

By using full-length liquid sacs filled with non-Newtonian liquid at the joints of floor blocks of different materials, the problems of bulging and cracking caused by temperature changes at the joints are solved, and stable connection and durability of the floor blocks are achieved.

CN120625826APending Publication Date: 2025-09-12XIONGAN DEV CO LTD OF THE 22ND METALLURGICAL GRP +1
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Patent Information

Application Number
CN202510977889.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-07-16
Publication Date
2025-09-12

AI Technical Summary

Technical Problem

The lack of seams at the joints of floor blocks of different materials causes bulging and cracking. The existing construction method is prone to expansion and contraction or cracking and falling off when the temperature changes.

Method used

The method of filling the full-length liquid sac with non-Newtonian liquid is adopted, and its creep property is utilized to fill the full-length groove of the block material, connecting the blocks on both sides and releasing the temperature deformation stress, while providing stress bearing capacity under dynamic load.

Benefits of technology

It effectively avoids cracking and hollowing at the joints, improves the connection stability and durability of the floor blocks, and reduces maintenance costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides a connection construction method for joints of ground blocks made of different materials, and belongs to the technical field of building construction. The method comprises the following steps that a full-length liquid bag filled with non-Newtonian liquid is prefabricated, a full-length groove is formed in the back of a ground block material, the full-length liquid bag filled with the non-Newtonian liquid is laid in the longitudinal direction of a joint, a lower bearing layer is constructed on the two sides of the full-length liquid bag according to the block material type, and after the lower bearing layer is constructed, the block materials on the two sides are laid; a gap is reserved at the joint, an adhesive is brushed, and a pressing strip is pasted. By means of the creep characteristic of the non-Newtonian liquid in the static state, the non-Newtonian liquid can support the upper block material, and meanwhile the through long groove is filled due to the gravity of the block material. Under the condition of bearing sudden pressure, the non-Newtonian liquid is suddenly loaded to ensure that the block surface layer is not collapsed. A gap is reserved between the full-length liquid bag and the full-length groove, and a gap is reserved in the joint. When the plate is deformed due to temperature change, the liquid bag is extruded or stretched, the stress of the part is released, and the phenomena of cracking and hollowing are avoided.
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Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to a construction method for connecting joints of floor blocks made of different materials. Background Art

[0002] The treatment of joints between floor tiles of different materials is a common detail in renovation projects. Reasonable treatment methods can not only ensure the aesthetics of the space, but also avoid bulging and cracking problems caused by material differences. Currently, the joints between different floor tiles in China mostly adopt the construction method of direct docking and covering strips, or the construction process of reserved expansion joints combined with caulking treatment. The former is prone to expansion and contraction when the temperature of the paving environment changes due to the temperature sensitivity of the material. The lack of expansion joints causes bulging or cracking at the joints, affecting the use function and visual perception. Although the latter sets expansion joints and alleviates the joint problems caused by temperature deformation to a certain extent, the caulking agent is prone to cracking or falling off after long-term use, and the original caulking material needs to be removed and refilled, which has poor durability. Summary of the Invention

[0003] In view of this, in order to solve the technical problem of bulging and cracking caused by the lack of seams at the joints of floor blocks of different materials, the present invention provides a construction method for connecting floor blocks of different materials. By filling a full-length liquid sac with a non-Newtonian liquid, its creep property under static conditions allows it to support the upper block while filling the full-length groove under the block due to the gravity of the block itself, thereby connecting the blocks on both sides. In the case of sudden pressure, the stress bearing capacity of the non-Newtonian liquid under sudden load ensures that the surface layer of the block will not be crushed. At the same time, since there is a gap between the full-length liquid sac and the full-length groove in static conditions, and a certain gap is also left at the joints of the plates. When the plate is deformed by temperature changes, it squeezes or stretches the liquid sac, which can release this part of the stress and will not cause cracking or hollowing.

[0004] To achieve the above object, the present invention provides the following technical solutions:

[0005] The construction method for connecting the joints of floor tiles of different materials includes the following steps:

[0006] Step (1): Prepare non-bonding connection measures

[0007] A full-length liquid sac filled with non-Newtonian liquid is prefabricated, and a full-length groove is opened on the back of the floor block;

[0008] Step (2): Laying the liquid capsule

[0009] After the ground base is cleaned and accepted, a full-length liquid bag filled with non-Newtonian liquid is laid along the longitudinal direction of the joint; step (3), construction of the lower bearing layer

[0010] Construct the supporting layer on both sides of the full-length liquid bag according to the block material type;

[0011] Step (4): Laying the floor tiles

[0012] After the construction of the lower bearing layer is completed, lay the blocks on both sides and leave gaps at the joints;

[0013] Step (5): Apply adhesive and paste the strips

[0014] Apply adhesive longitudinally along the joint on the non-wood block side and stick the layering strip.

[0015] Preferably, in step (1), the depth of the through-length groove is 1 / 3 of the thickness of the plate, and the width is 1 cm.

[0016] Preferably, in step (3), the block types include wooden blocks and non-wooden blocks, bonding mortar is laid on the non-wooden block side, and wooden keels are laid on the wooden block side.

[0017] Preferably, in step (3), the upper elevation of the lower supporting layer is lower than the upper elevation of the normal liquid bag, ensuring that the full-length liquid bag fills the full-length groove after the block is laid, and a gap is reserved between the upper surface of the full-length liquid bag and the top of the full-length groove after filling.

[0018] Preferably, in step (4), the gap width is 5-10 mm.

[0019] Preferably, the through-length liquid bladder is made of a soft material that is wear-resistant and high-strength.

[0020] Compared with the prior art, the present invention has the following beneficial effects:

[0021] (1) Non-Newtonian liquid sac: intelligent balance of dynamic and static performance

[0022] Specific structure: A full-length liquid capsule made of wear-resistant, high-strength soft material, filled with non-Newtonian liquid (the filling amount is determined by the upper load test to determine the equilibrium deformation pressure).

[0023] Advantages:

[0024] Static deformation adaptation: Non-Newtonian liquid has creep properties under static conditions. It can fill the full-length groove on the back of the ground block under the action of the block's own weight (the groove depth is 1 / 3 of the plate thickness and the width is 1 cm), realizing flexible connection of the blocks on both sides; at the same time, a gap is reserved between the upper surface of the liquid sac and the top of the groove to provide a buffer space for the expansion and contraction of the block caused by temperature changes, avoiding the cracking and hollowing problem caused by "unbuffered stress concentration" in traditional direct docking construction.

[0025] Dynamic load-bearing reinforcement: When subjected to sudden loads (such as people walking or heavy objects rolling over), the non-Newtonian liquid hardens instantly, providing stress-bearing capacity to prevent the block surface from collapsing, solving the defect of traditional sealants that they are "statically rigid but dynamically fragile".

[0026] (2) Full-length groove and reserved gap: multi-dimensional stress relief design

[0027] Specific structure: The floor blocks with full-length grooves are prefabricated in the factory, and a 5-10mm gap is reserved at the joints of the blocks when they are laid on site.

[0028] Advantages:

[0029] Groove bite effect: The groove on the back of the block forms an "embedded" connection with the liquid sac, which not only ensures the flatness of the surface layer, but also disperses local deformation stress through the fluidity of the liquid sac, avoiding seam cracking caused by stretching / extrusion in a single direction.

[0030] Multi-dimensional gap buffering: The longitudinal full-length groove and the 5-10mm horizontal joint gap form a three-dimensional stress release system. When blocks of different materials shrink / expand due to temperature and humidity differences, the liquid capsule can fill or retreat the gap space through deformation, completely solving the problem of the traditional "leaving gap + filling" process where the sealant cannot adapt to deformation after curing.

[0031] (3) Single-sided adhesive stripping: double guarantee of durability and adaptability

[0032] Specific structure: Only apply adhesive along the longitudinal joint on one side of the non-wood block and stick the pressure strip.

[0033] Advantages:

[0034] One-way deformation compatibility: The one-sided adhesive design allows the layering strips to not be torn when the wood blocks produce longitudinal creep due to changes in moisture content (traditional double-sided fixed layering strips are prone to breakage due to differential deformation on both sides). At the same time, the layering strips cover the joints to prevent dust, water and other environmental factors from corroding the liquid capsule, solving the durability problem of traditional caulking agents that "are prone to aging and falling off when directly exposed".

[0035] Simplified maintenance process: The layering strips can be removed and replaced. If the liquid capsule needs to be maintained later, there is no need to remove the block materials on a large scale, and the operation can be carried out by simply removing the layering strips, which reduces maintenance costs.

[0036] (4) Prefabrication and modular construction: Improved efficiency and precision

[0037] Specific structure: Liquid capsules are prefabricated in the factory (customized according to the length of the joints), and the grooves on the back of the blocks are grooved in the factory.

[0038] Advantages:

[0039] Simplified on-site construction: avoiding the complex processes of traditional on-site cutting and caulking, steps such as sac laying and underlying layer construction (such as tile-side bonding mortar and wooden keels on the wooden flooring side) can be standardized, improving construction efficiency by more than 30%.

[0040] Enhanced quality controllability: Factory prefabrication ensures the sac size accuracy (such as length and liquid filling volume) and groove consistency (depth 1 / 3 plate thickness, width 1cm), avoiding problems such as uneven seams and sac damage caused by on-site manual operation errors.

[0041] (5) Full life cycle cost optimization

[0042] Comprehensive structural function: wear-resistant high-strength material of liquid capsule + long-term stability of non-Newtonian liquid + layering protection system.

[0043] Advantages:

[0044] Reduced post-maintenance: Compared with the 3-5-year replacement cycle of traditional caulking agents, the present invention can extend the life of the joints to more than 10 years through the coordinated protection of the liquid capsule and the pressure strip, reducing the material and labor costs of multiple repairs.

[0045] Adaptable to multiple application scenarios: Whether it is a combination of different materials such as ceramic tiles and wooden floors, stone and plastic floors, the limitations of "poor material adaptability" of traditional technology can be solved by adjusting the liquid sac specifications (length, liquid pressure) and the layering material (metal, PVC, etc.). BRIEF DESCRIPTION OF THE DRAWINGS

[0046] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0047] Figure 2 This is a schematic diagram of the usual sac laying process;

[0048] Figure 3 Schematic diagram of the lower supporting layer structure;

[0049] Figure 4 This is a schematic diagram of the completion of the laying of the underlying layer;

[0050] Figure 5 A schematic diagram of the typical grooves on the back of the block;

[0051] Figure 6 Schematic diagram for surface layer laying;

[0052] Figure 7 This is the occlusal node diagram of the full-length groove;

[0053] Figure 8 This is a schematic diagram of the completion of the surface layer paving;

[0054] Figure 9 This is a schematic diagram of the completion of general application of adhesive;

[0055] Figure 10 This is a schematic diagram of the completed construction;

[0056] Figure 11 This is a cross-sectional view of the entire structure after completion.

[0057] In the figure, 1. full-length liquid sac; 2. ground block; 21. full-length groove; 22. wooden block; 23. non-wooden block; 3. lower supporting layer; 4. adhesive; 5. layering strip; 6. ground base. DETAILED DESCRIPTION

[0058] The following is a clear and complete description of the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.

[0059] like Figure 1-11 As shown, the present invention provides a construction method for connecting the joints of floor blocks 2 of different materials, comprising the following steps:

[0060] Step (1): Prepare non-bonding connection measures (set up non-bonding connection measures at the joints of different material blocks)

[0061] A prefabricated, full-length liquid sac (1) filled with non-Newtonian fluid is prefabricated to a length corresponding to the longitudinal length of the joint. (Before the sac is filled with fluid, the final equilibrium deformation pressure is determined based on an upper load test. The pressure at this point is recorded, and the sac is then filled with non-Newtonian fluid in batches based on the experimental data.) The floor tiles (2) with full-length grooves (21) are pre-grooved on the back of the panels at the factory. The full-length grooves (21) are preferably 1 / 3 the panel thickness deep and 1 cm wide.

[0062] Step (2): Laying the liquid capsule

[0063] After the ground base layer 6 is cleaned and passed the quality inspection, a normal liquid bag is laid longitudinally at the joint. The liquid bag is usually made of a soft material with wear resistance and high strength (such as rubber, polyurethane, nylon, etc.) to ensure that it has deformation while ensuring wear resistance during use.

[0064] Step (3): Construction of the lower bearing layer 3

[0065] The lower bearing layer 3 is constructed on both sides of the full-length liquid capsule 1 according to the block material type. Specifically, it can be:

[0066] After the full-length liquid sac 1 is laid, the lower supporting layer 3 of the block is constructed on both sides of the full-length liquid sac 1 according to the different construction techniques of the ground blocks 2 (the block types include wooden blocks 22 and non-wooden blocks 23, bonding mortar is laid on the side of the non-wooden blocks 23, and wooden keels are laid on the side of the wooden blocks 22) (taking floor tiles and wooden floors as an example, bonding mortar and wooden keels are laid on both sides of the full-length liquid sac 1 respectively). The upper elevation of the lower supporting layer 3 is slightly lower than the upper elevation of the liquid sac to ensure that after the upper board is laid, the full-length liquid sac 1 can be filled into the full-length groove 21 of the block under the action of gravity (after the full-length liquid sac 1 fills the full-length groove 21, there is a certain gap between the upper surface of the full-length liquid sac 1 and the upper surface of the full-length groove 21).

[0067] Step (4): laying ground blocks 2

[0068] After the construction of the lower bearing layer 3 is completed, the blocks on both sides are laid, and gaps are reserved at the joints. During construction, a gap of 5-10mm is reserved at the joints of the boards.

[0069] Step (5): Apply adhesive 4 and paste pressure strip 5

[0070] After the board is laid, an adhesive 4 is applied longitudinally along the joint of the non-wood block 23 on one side, and a pressure strip 5 is pasted.

[0071] In the above-mentioned method for connecting the joints of floor tiles 2 made of different materials provided by the present invention, the full-length liquid capsule 1 filled with non-Newtonian liquid has the following advantages:

[0072] Static support and deformation adaptation: Under static conditions, the creep characteristics of the block fill the full-length groove 21, connecting the blocks on both sides and releasing temperature deformation stress to avoid cracking and hollowing.

[0073] Dynamic bearing: When subjected to sudden loads (such as people walking), the liquid stress bearing capacity prevents the block surface from collapsing.

[0074] The full-length groove 21 and the reserved gap: the groove provides a space for the liquid capsule, and the reserved gap further buffers the extrusion or tensile stress caused by temperature deformation.

[0075] One-sided pasting of the layering strip 5: This prevents the layering strip 5 from being torn during creep of the block material, while protecting the liquid capsule from environmental erosion and improving durability.

[0076] The above description is merely a preferred embodiment of the present invention. However, the scope of protection of the present invention is not limited thereto. Any person skilled in the art who is familiar with the technical scope disclosed in the present invention and who makes equivalent substitutions or modifications based on the technical solution of the present invention and its improved concepts shall be covered by the scope of protection of the present invention.

Claims

1. The construction method for connecting the joints of different material floor blocks is characterized by: The steps include: Step (1): Prepare non-bonding connection measures A full-length liquid sac filled with non-Newtonian liquid is prefabricated, and a full-length groove is opened on the back of the floor block; Step (2): Laying the liquid capsule After the ground base is cleaned and inspected as qualified, liquid bags filled with non-Newtonian liquid are laid along the longitudinal direction of the joints; Step (3): Construction of the lower bearing layer Construct the supporting layer on both sides of the full-length liquid bag according to the block material type; Step (4): Laying the floor tiles After the construction of the lower bearing layer is completed, lay the blocks on both sides and leave gaps at the joints; Step (5): Apply adhesive and paste the strips Apply adhesive longitudinally along the joint on the non-wood block side and stick the layering strip.

2. The construction method for connecting joints of floor tiles of different materials according to claim 1, characterized in that: In step (1), the depth of the through-length groove is 1 / 3 of the thickness of the plate and the width is 1 cm.

3. The construction method for connecting joints of floor tiles of different materials according to claim 1, characterized in that: In step (3), the block types include wooden blocks and non-wooden blocks, bonding mortar is laid on the non-wooden block side, and wooden keels are laid on the wooden block side.

4. The construction method for connecting joints of floor tiles of different materials according to claim 1, characterized in that: In step (3), the upper elevation of the lower supporting layer is lower than the upper elevation of the normal liquid bag, ensuring that the full-length liquid bag fills the full-length groove after the block is laid, and a gap is reserved between the upper surface of the full-length liquid bag and the top of the full-length groove after filling.

5. The construction method for connecting joints of floor tiles of different materials according to claim 1, characterized in that: In step (4), the gap width is 5-10 mm.

6. The method for connecting joints of floor tiles of different materials according to any one of claims 1 to 5, characterized in that: The full-length bladder is made of wear-resistant and high-strength soft material.