Concrete dividing joint sealing construction method

By using plastic particle sealing material to fill the joints, the performance problems of asphalt paste at low temperatures, high temperatures and sun exposure are solved, and the weather resistance and construction convenience of the partition joints are achieved.

CN119616146AInactive Publication Date: 2025-03-14CHINA MCC20 GRP CORP LTD +1
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Patent Information

Application Number
CN202411925583.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-25
Publication Date
2025-03-14
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

In the prior art, asphalt paste is used for concrete grid joints, which has problems such as easy separation at low temperature, easy flow at high temperature, and easy volatilization at sunlight, resulting in grid joints not dense, easily causing roof leakage, and easy to contaminate in construction.

Method used

Plastic particle sealing material is used to form a sealing material by mixing plastic particles and special glue, and it is compacted into the partition joint through trowel and grouting tools.

Benefits of technology

It realizes ozone resistance, heat resistance, acid and alkali resistance, water vapor resistance and corrosion resistance of the partition joints, and is elastic, does not expand and contract with temperature changes, beautiful molding, convenient construction and not easy to contaminate.

✦ Generated by Eureka AI based on patent content.

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Abstract

A concrete dividing joint sealing construction method comprises the following steps that protective layer construction is conducted on a concrete body, and dividing joints are reserved in a protective layer; blending a plastic particle sealing material; and the plastic particle sealing material is compactly pressed into the dividing joints. According to the concrete dividing joint sealing construction method, ozone resistance, heat resistance, acid and alkali resistance, water vapor resistance, corrosion resistance and aging resistance are achieved, elasticity is achieved, when the concrete dividing joint sealing construction method is used in a dividing joint, the concrete dividing joint can make good contact with concrete, thermal expansion and cold contraction are avoided along with temperature changes, forming is attractive, construction is convenient, and a construction area is not prone to being polluted.
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Description

Technical Field

[0001] The invention relates to the technical field of civil engineering construction, in particular to a concrete partition joint sealing construction method. Background Art

[0002] With the development of modern construction industry, concrete has become one of the most important civil engineering materials in contemporary times, and is often used in the construction of concrete structures, building ground engineering, and roofing engineering. However, due to the poor crack resistance and low tensile strength of concrete materials, cracks are prone to occur, especially in the construction of concrete ground surface layer, roof leveling, slope sizing, and protective layer construction, coupled with the concrete's own shrinkage and temperature differences, cracks are very likely to occur during the later use process.

[0003] During the construction of the roof fine stone concrete protective layer, in order to avoid cracking of the protective layer, expansion joints should be set. The expansion joints are generally caulked with asphalt paste. The asphalt paste caulking material itself has good film-forming properties, impermeability, aging resistance, and corrosion resistance. However, it is easy to separate from the concrete at low temperatures, easy to flow at high temperatures, and easy to volatilize under exposure, resulting in poor straightness and looseness of the expansion joints, which become weak points for roof leakage; and when the asphalt paste is constructed, it is very easy to cause roof pollution. Summary of the invention

[0004] In view of this, the purpose of the present invention is to provide a concrete partition joint sealing construction method, which is resistant to ozone, heat, acid and alkali, water vapor, corrosion, aging, and elastic. When used in the partition joint, it can have good contact with the concrete, will not expand or contract with temperature changes, has beautiful molding, is easy to construct, and is not easy to pollute the construction area.

[0005] The present invention provides a concrete partition joint sealing construction method, comprising the following steps:

[0006] A protective layer is constructed on the concrete body, and partition joints are reserved on the protective layer;

[0007] Prepare plastic granule sealant;

[0008] The plastic particle sealing material is tightly pressed into the partition seam.

[0009] In one embodiment, the step of constructing a protective layer on the concrete body and reserving partition joints on the protective layer further includes:

[0010] Arranging grid plates and mesh sheets on the concrete body;

[0011] Casting fine stone concrete on the concrete body and the mesh to form a protective layer;

[0012] After the protective layer has completed initial setting, the partition plates are removed to form the partition seams.

[0013] In one embodiment, the preparing of the plastic particle sealant further comprises:

[0014] Obtain plastic particles and special glue in a weight ratio of 1:0.5;

[0015] The plastic particles and the special glue are mixed and stirred to form the plastic particle sealing material.

[0016] In one embodiment, the step of compacting the plastic particle sealant into the compartmentalized seam further comprises:

[0017] Pouring the plastic granule sealing material into the partition joints;

[0018] Apply pressure with a trowel;

[0019] Finally, use the grouting tool to squeeze the plastic particle sealant tightly into the partition joints.

[0020] In one embodiment, the plastic particle sealant is two millimeters lower than the protective layer on both sides of the partition seam.

[0021] In one embodiment, the concrete body comprises, from bottom to top, a structural layer, a leveling layer, a waterproof layer, a thermal insulation layer and an isolation layer.

[0022] The concrete partition joint sealing construction method provided by the present invention is resistant to ozone, heat, acid and alkali, water vapor, corrosion, aging, and elastic. When used in the partition joint, it can have good contact with the concrete, will not expand or contract with temperature changes, has beautiful molding, is easy to construct, and is not easy to pollute the construction area. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for use in the embodiments are briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without creative work.

[0024] Figure 1 The present invention is a schematic structural diagram of the concrete partition joint sealing construction method provided by the present invention. DETAILED DESCRIPTION

[0025] The specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Based on the description of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0026] In the description of the present invention, unless otherwise clearly specified and limited, the terms "set", "install", "connection" 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. For ordinary technicians in this field, the specific meanings of the above terms can be understood according to specific circumstances.

[0027] The directions or positional relationships indicated by terms such as “upper”, “lower”, “left”, “right”, “front”, “back”, “top”, “bottom”, “inside” and “outside” are based on the directions or positional relationships shown in the accompanying drawings, or are the directions or positional relationships in which the inventive product is usually placed when used. They are only for the convenience of description and simplified description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.

[0028] The terms "first", "second", "third", etc. are merely used to distinguish elements of similar nature, and do not indicate or imply relative importance or a particular order.

[0029] The terms "comprises," "comprising," or any other variations thereof, are intended to cover a non-exclusive inclusion of the elements listed and may also include additional elements not expressly listed.

[0030] Before introducing the construction method, a brief introduction is first given to the concrete body in this embodiment. The concrete body may include, from bottom to top, a structural layer 1, a leveling layer 2, a waterproof layer 3, an insulating layer 4 and an isolation layer 5. The protective layer 6 is constructed on the isolation layer 5. The isolation layer 5 must be laid flat without wrinkles, overlapped in accordance with specifications and without damage.

[0031] See also Figure 1 The concrete partition joint sealing construction method provided by the present invention comprises the following steps:

[0032] S1, constructing a protective layer 6 on the concrete body, and reserving partition joints 7 on the protective layer 6.

[0033] It is understandable that the above steps may further include:

[0034] S101, lay out partition plates and meshes on the concrete body.

[0035] It can be understood that the mesh is laid first. The mesh can be a steel mesh. The steel mesh can be laid flat on the isolation layer, the overlap meets the specifications, and it is disconnected at the partition joint 7. Then the partition board is laid. The partition board can be made of wooden strips or foam strips. The spacing between the partition boards can be set to be greater than 6 meters. The wooden strips or foam strips are selected or cut according to the thickness of the protective layer. After being laid flat on the isolation layer, the two sides are sealed and fixed firmly with cement mortar.

[0036] S102, pouring fine stone concrete on the concrete body and the mesh to form a protective layer 6.

[0037] It can be understood that after the isolation layer 5, the partition plates and the steel mesh are laid and accepted, the fine stone concrete is poured to ensure that each partition joint 7 is continuously cast and formed, and the surface is smoothed and polished at least 3 times for later maintenance.

[0038] S103, after the protective layer 6 has completed initial setting, the partition plates are removed to form partition seams 7.

[0039] It can be known that after the fine stone concrete protective layer is poured and people can stand, the partition joint plate is cleaned, the concrete on the top of the partition plate is cleaned, the foam strips and wooden strips are taken out, and the two sides of the partition joint 7 are straightened.

[0040] S2, preparing plastic granule sealing material 8.

[0041] It is understandable that the above steps may further include:

[0042] S201, obtain plastic particles and special glue in a weight ratio of 1:0.5.

[0043] It can be known that the plastic particles can be EPDM plastic particles, and the special glue can be plastic track glue.

[0044] S202, mixing and stirring the plastic particles and the special glue to form a plastic particle sealing material 8.

[0045] It is understandable that to ensure uniform mixing, the EPDM plastic particles are evenly distributed and placed in a 30L mixing bucket with a spout. Mix and use as you go and use it up in 30 minutes.

[0046] S3, compactly press the plastic particle sealing material 8 into the partitioned seam 7.

[0047] It is understandable that the above steps may further include:

[0048] S301, pouring the plastic granule sealing material 8 into the partition joint 7;

[0049] S302, applying pressure by means of a trowel;

[0050] S303, finally, the plastic granule sealant is squeezed and compacted into the partition joint 7 by a grouting tool.

[0051] It can be understood that the plastic particle sealing material in the final partition joint 7 is two millimeters lower than the protective layer on both sides of the partition joint 7. After acceptance, the subsequent construction can be carried out only after there is no adhesion when stepped on and no particles fall when touched.

[0052] From the above description, it can be known that the concrete partition joint sealing construction method provided by the present invention is resistant to ozone, heat, acid and alkali, water vapor, corrosion, aging, and elastic. When used in the partition joint 7, it can have good contact with the concrete, will not expand or contract with temperature changes, has beautiful molding, is easy to construct, and is not easy to pollute the construction area.

[0053] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be easily thought of by a person skilled in the art within the technical scope disclosed by the present invention should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the attached claims.

Claims

1. A concrete partition joint sealing construction method, characterized in that: The steps include: A protective layer is constructed on the concrete body, and partition joints are reserved on the protective layer; Prepare plastic granule sealant; The plastic particle sealing material is tightly pressed into the partition seam.

2. The concrete partition joint sealing construction method according to claim 1, characterized in that: The method of constructing a protective layer on the concrete body and reserving partition joints on the protective layer further includes: Arranging grid plates and mesh sheets on the concrete body; Casting fine stone concrete on the concrete body and the mesh to form a protective layer; After the protective layer has completed initial setting, the partition plates are removed to form the partition seams.

3. The concrete partition joint sealing construction method according to claim 1, characterized in that: The said preparation of plastic particle sealing material further comprises: Obtain plastic particles and special glue in a weight ratio of 1:0.5; The plastic particles and the special glue are mixed and stirred to form the plastic particle sealing material.

4. The concrete partition joint sealing construction method according to claim 1, characterized in that: The step of compacting and pressing the plastic particle sealing material into the compartmentalized seam further comprises: Pouring the plastic granule sealing material into the partition joints; Apply pressure with a trowel; Finally, use the grouting tool to squeeze the plastic particle sealant tightly into the partition joints.

5. The concrete partition joint sealing construction method according to claim 1, characterized in that: The plastic particle sealing material is two millimeters lower than the protective layer on both sides of the partition seam.

6. The concrete partition joint sealing construction method according to claim 1, characterized in that: The concrete body comprises a structural layer, a leveling layer, a waterproof layer, a thermal insulation layer and an isolation layer from bottom to top.

Citation Information

Patent Citations

  • Novel waterstop cover plate structure and construction method thereof

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  • Deformation joint structure

    CN201635196U

  • Caulking construction structure for surface layer dividing joints of building roof

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  • Shaping division strip of roof fine aggregate concrete protective layer

    CN203947694U

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    CN204311659U