Basement bottom plate post-cast strip structure

By using reinforced concrete to first construct the base plate, expanded concrete, split joints and multi-layer waterproof materials in the basement base plate rear pouring tape, the problems of easy damage to the waterproof layer of the existing technology mid-sole plate and complex construction environment are solved, and the more High waterproofing performance and construction quality simplifies construction processes and reduces maintenance costs.

CN222295080UInactive Publication Date: 2025-01-03SHANGHAI KAIHUI ARCHITECTURAL DESIGN CO LTD
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Patent Information

Application Number
CN202421120774.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-21
Publication Date
2025-01-03
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The existing basement basement bottom plate rear pouring strips are prone to problems such as backwater, waterproof layer damage, poor quality and poor flatness in complex construction environments, resulting in problems such as water seepage.

Method used

The reinforced concrete with a thickness of 200mm is first constructed to combine the base plate with the expanded concrete, and a split joint is set up in the middle, and a 1.5mm thick single-sided polymer modified asphalt waterproof roll and 1.2mm thick pre-layed plastic waterproof roll are laid on the base plate in turn. Set up waterproof additional layer and reinforced concrete layer, and use 3mm thick steel plate water stop belt and waterproof seam material to enhance waterproof performance and neatness of construction.

Benefits of technology

It significantly improves the waterproof performance and construction quality of the bottom plate, reduces the difficulty and cost of later maintenance, extends the service life, simplifies the construction process, and improves construction efficiency and environmental cleanliness.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a basement bottom plate post-cast strip structure which comprises a basement bottom plate, a concrete cushion layer, a reinforced concrete pre-construction bottom plate and expansive concrete, wherein the thickness of the reinforced concrete pre-construction bottom plate is 200 mm, and a parting is formed in the middle of the reinforced concrete pre-construction bottom plate. The concrete cushion layer, the single-sided adhesive polymer modified asphalt waterproof coiled material with the thickness of 1.5 mm and the pre-paved plastic waterproof coiled material P with the thickness of 1.2 mm are sequentially arranged on the basement bottom plate from bottom to top; the concrete cushion layer is provided with a post-cast strip range, and a waterproof additional layer is arranged in the post-cast strip range; a double-layer waterproof structure formed by combining the pre-paved plastic waterproof coiled material P with the thickness of 1.2 mm and the single-sided adhesive polymer modified asphalt waterproof coiled material (tire-free) with the thickness of 1.5 mm is adopted, the overall performance of the waterproof layer is improved, underground water permeation is effectively prevented, and it is guaranteed that the bottom plate waterproof layer is not prone to being damaged in the construction and use process.
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Description

Technical Field

[0001] The utility model relates to a post-cast strip structure of a basement floor. Background Art

[0002] The current post-cast strip of the underground garage floor is to simply disconnect the basement floor, add a common plain concrete cushion layer, and set a waterproof layer and its protective layer on top. Although this method can achieve the effect of the post-cast strip, it is easy to cause underground backflow, damage to the waterproof layer, poor post-casting quality, poor ground flatness, and even easy water seepage in the post-cast strip in the face of complex construction environments. Utility Model Content

[0003] The utility model aims to provide a basement floor post-cast strip structure with improved construction quality and waterproof performance.

[0004] The purpose of the utility model is achieved in this way:

[0005] A post-cast strip structure of a basement floor, comprising a basement floor, a concrete cushion layer, a reinforced concrete pre-construction floor with a thickness of 200 mm and a split joint in the middle, and expansive concrete, wherein the basement floor is provided with the concrete cushion layer, a single-sided polymer-modified asphalt waterproofing membrane with a thickness of 1.5 mm, and a pre-laid plastic waterproofing membrane P with a thickness of 1.2 mm in sequence from bottom to top;

[0006] The concrete cushion layer is provided with a post-casting zone, and the post-casting zone is provided with a waterproof additional layer;

[0007] The reinforced concrete first construction bottom plate is arranged on the range of the post-casting zone and above the waterproof additional layer;

[0008] The concrete cushion layer is located on both sides of the reinforced concrete first construction bottom plate, and reinforced concrete layers are arranged, and the reinforced concrete layers are located above the pre-laid plastic waterproofing membrane P type;

[0009] The expansive concrete is arranged above the concrete first construction base plate;

[0010] The split seam positions are provided with waterproof caulking materials;

[0011] The expansive concrete and reinforced concrete first construction base plates are both provided with a steel plate waterstop with a thickness of 3 mm.

[0012] Enhanced base slab waterproofing performance: A double-layer waterproofing structure combining 1.2mm thick pre-laid plastic waterproofing membrane P type and 1.5mm thick single-sided polymer modified asphalt waterproofing membrane (tired type) is used to improve the overall performance of the waterproof layer, effectively prevent groundwater infiltration, and ensure that the base slab waterproofing layer is not easily damaged during construction and use.

[0013] The construction environment is clean and tidy: first construct a 200mm thick base plate and set joints to ensure the cleanliness of the post-pouring zone, avoid the impact of the complex environment in the later stage on the base plate construction, and facilitate the smooth progress of the later construction.

[0014] Improve construction quality: set up a waterproof additional layer within the post-pouring zone, and use waterproof caulking materials at the joint positions to ensure the overall high construction quality of the base plate, good ground flatness, and reduce construction errors and quality problems.

[0015] Reliable waterproofing measures: Use a 3mm thick steel waterstop to water-stop the expansive concrete and the first constructed base plate, further enhancing the waterproofing effect of the post-cast strip and ensuring the waterproofing performance of the underground garage during use.

[0016] Convenience of construction: The method of constructing part of the base plate first and setting the joints makes the construction of the post-casting strip more convenient and is not affected by the complexity of the later construction environment. It simplifies the construction process and improves construction efficiency.

[0017] Easy post-maintenance: Complete waterproof layer construction and reliable water-stopping measures reduce the difficulty and frequency of post-maintenance, reduce maintenance costs, and extend the service life of the basement floor.

[0018] The beneficial effects of the utility model are as follows:

[0019] The utility model, by optimizing the structure and construction method of the post-cast strip of the basement floor, not only improves the waterproof effect and construction quality, but also significantly improves the construction environment and convenience, and has significant practical value and promotion prospects. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the basement floor post-cast strip structure. DETAILED DESCRIPTION

[0021] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0022] Example, combined with Figure 1 As shown, a basement floor post-casting strip structure includes a basement floor, a concrete cushion layer 1, a reinforced concrete pre-construction floor 6 with a thickness of 200 mm and a split joint in the middle, and an expansive concrete 9, characterized in that:

[0023] The basement floor is provided with the concrete cushion layer 1, the single-sided polymer-modified asphalt waterproofing membrane 2 with a thickness of 1.5 mm, and the pre-laid plastic waterproofing membrane P type 3 with a thickness of 1.2 mm in sequence from bottom to top;

[0024] The concrete cushion layer 1 is provided with a post-casting zone 11, and the post-casting zone 11 is provided with a waterproof additional layer 5;

[0025] The reinforced concrete first construction bottom plate 6 is arranged on the post-casting zone range 11 and is located above the waterproof additional layer 5;

[0026] The concrete cushion layer 1 is located on both sides of the reinforced concrete pre-constructed bottom plate 6, and the reinforced concrete layer 4 is arranged on the top of the pre-laid plastic waterproofing membrane P type 3;

[0027] The expansive concrete 9 is arranged above the concrete first construction base plate 6;

[0028] The split position is provided with a waterproof caulking material 7;

[0029] The expansive concrete 9 and the reinforced concrete pre-construction base plate 6 are both provided with a steel plate water stop strip 8 with a thickness of 3 mm.

Claims

1. A basement floor post-cast strip structure, comprising a basement floor, a concrete cushion layer (1), a reinforced concrete pre-construction floor (6) with a thickness of 200 mm and a split joint in the middle, and expansive concrete (9), characterized in that: The basement floor is provided with the concrete cushion layer (1), a single-sided polymer-modified asphalt waterproofing membrane (2) with a thickness of 1.5 mm, and a pre-laid plastic waterproofing membrane type P (3) with a thickness of 1.2 mm in sequence from bottom to top; The concrete cushion layer (1) is provided with a post-casting zone (11), and the post-casting zone (11) is provided with a waterproof additional layer (5); The reinforced concrete pre-construction bottom plate (6) is arranged on the post-casting zone range (11) and is located above the waterproof additional layer (5); The concrete cushion layer (1) is located on both sides of the reinforced concrete pre-constructed bottom plate (6), and reinforced concrete layers (4) are arranged. The reinforced concrete layers (4) are located above the pre-laid plastic waterproofing membrane type P (3); The expansive concrete (9) is arranged above the concrete pre-construction base plate (6); Waterproof caulking material (7) is provided at the split seam position; The expansive concrete (9) and the reinforced concrete pre-construction base plate (6) are both provided with a steel plate water stop strip (8) with a thickness of 3 mm.