Waterproof structure of building height difference joint deformation joint

By setting up a combined structure of a waterproof layer and a waterproof layer at the junction of building height differences, the problems of construction quality and material waste in expansion joint waterproofing measures are solved, and an effective waterproofing effect is achieved in environments with frequent rainstorms.

CN224338428UActive Publication Date: 2026-06-09CHINA CONSTRUCTION ZHUGAO (GUANGDONG) DESIGN CONSULTING CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
CHINA CONSTRUCTION ZHUGAO (GUANGDONG) DESIGN CONSULTING CO LTD
Filing Date
2025-02-18
Publication Date
2026-06-09

AI Technical Summary

Technical Problem

Existing waterproofing measures for expansion joints at the junctions of building elevation differences suffer from poor construction quality, complex processes, and easy loss of waterproofing materials, leading to rainwater leakage problems in frequent rainstorms. Current technologies lack effective, economical solutions with good long-term waterproofing performance.

Method used

At the junction of building height differences, vertical and horizontal expansion joints are set up with first and second waterproof layers respectively, which are combined with the first waterproof layer to form a continuous and uninterrupted waterproof structure, including a horizontal shielding part and a vertical support part. Polyethylene foam rods or polystyrene foam boards are used as waterproof materials to enhance waterproof performance.

Benefits of technology

It effectively prevents rainwater from entering the expansion joints, prevents leakage, and addresses the loss of waterproof materials due to construction, weather, or aging, ensuring waterproof safety in environments with frequent heavy rain.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

The utility model discloses a kind of waterproof structures of building height difference handover deformation joint, including deformation joint body, the deformation joint body is set in the junction between first building and second building, including horizontal deformation joint and vertical deformation joint;First waterstop, the first waterstop is arranged in the horizontal deformation joint;Second waterstop, the second waterstop is arranged in the vertical deformation joint;Effectively enhanced the waterproof performance of overhead corridor and building height difference junction, rainwater is blocked into deformation joint from physical level, meet the deformation of overhead corridor and building height difference junction junction, prevent rainwater seepage, effectively cope with the problem of the loss of individual layer waterproof material caused by construction, weather or aging etc.
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Description

Technical Field

[0001] This utility model relates to the field of building technology, and in particular to a waterproof structure for expansion joints at the junctions of building elevation differences. Background Technology

[0002] The Lingnan region has a humid and rainy climate, and residential buildings and public spaces often employ elevated and corridor-connected space design techniques to meet the architectural needs of the region. However, the intersection and connection between elevated corridors and buildings and the connecting passageways usually have different building elevations and require expansion joints, which are often "weak points" in the waterproofing structure.

[0003] Existing waterproofing measures for expansion joints have many shortcomings. For example, poor construction worker quality, complex construction processes, and the tendency of waterproofing materials to fail over time or due to natural wear and tear all contribute to frequent rainwater leakage problems. This is especially true in areas with frequent heavy rainfall, where waterproofing is particularly problematic. Relying solely on a waterproofing layer is insufficient to completely solve the waterproofing and drainage functions of expansion joints, causing inconvenience for building users. To address these issues, current construction techniques lack an effective, economical, and long-term solution that combines structural components with waterproofing methods at the junctions of building corridors with elevation differences. This solution would improve the waterproofing performance of these areas and effectively address problems and deficiencies caused by poor construction, weather conditions, aging, and human factors, thereby resolving rainwater leakage issues in areas with frequent heavy rainfall. Utility Model Content

[0004] This utility model aims to solve at least one of the technical problems existing in the prior art. To this end, this utility model proposes a waterproof structure for expansion joints at the junction of building height differences. By combining structural components and waterproof construction methods, it effectively enhances the waterproof performance at the junction of two building height differences, physically preventing rainwater from entering the expansion joint. This not only prevents rainwater leakage but also effectively addresses the problem of wear and tear of waterproof materials caused by construction, weather, or aging, thereby ensuring the waterproof safety of this area in frequent rainstorms.

[0005] This utility model embodiment provides a waterproof structure for expansion joints at the junction of building elevation differences, including:

[0006] The expansion joint body is located at the junction between the first building and the second building, and includes a horizontal expansion joint and a vertical expansion joint.

[0007] The first waterproof layer is disposed within the transverse expansion joint;

[0008] The second waterproof layer is disposed within the vertical expansion joint;

[0009] The first waterproof layer includes a first structure wrapped around the first waterproof layer, a second structure disposed on the top surface of the transverse expansion joint and extending to the outer side of the first building, and a third structure disposed on the bottom surface of the transverse expansion joint and extending to the outer side of the second building. The first structure, the second structure, and the third structure are continuously and uninterruptedly arranged.

[0010] According to some embodiments of the present invention, a structural layer is provided at the junction of the first building and a building construction layer is provided at the junction of the second building. The structural layer includes a horizontal shielding part and a vertical support part. The horizontal shielding part is located above the corresponding building construction layer, and a horizontal deformation joint is formed between the horizontal shielding part and the top surface of the building construction layer. The vertical support part is formed between the vertical support part and the outer surface of the building construction layer.

[0011] According to some embodiments of the present invention, the second structure of the first waterproof layer is disposed on the inner side of the transverse shielding portion of the structural layer and extends to the outer side and the upper surface of the transverse shielding portion; the third structure of the first waterproof layer is disposed on the top surface of the building structural layer and extends to the inner side and the upper surface.

[0012] According to some embodiments of the present invention, at least one second waterproof layer is provided on the outer side and upper surface of the transverse shielding portion of the structural layer, and at least one third waterproof layer is provided on the inner side and upper surface of the building structure layer.

[0013] According to some embodiments of this utility model, the lateral shielding part and the vertical support part of the structural layer are integrally formed.

[0014] According to some embodiments of the present invention, the first waterproof layer is a polyethylene foam rod.

[0015] According to some embodiments of the present invention, a sealant is provided at the connection between the first waterproof layer and the transverse expansion joint.

[0016] According to some embodiments of the present invention, the second waterproof layer abuts against the two horizontal surfaces of the vertical expansion joint.

[0017] According to some embodiments of the present invention, the second waterproof layer is a polystyrene foam board.

[0018] According to some embodiments of the present invention, the top surface of the transverse shielding part is provided with a brick base.

[0019] The embodiments of this utility model have at least the following beneficial effects:

[0020] The waterproof structure for the building elevation difference junction provided by this utility model, by setting a vertical extension section and a horizontal shielding section between the two buildings, and setting a first waterproof layer and a second waterproof layer in the horizontal and vertical expansion joints respectively, can effectively enhance the waterproof performance at the junction of the elevated corridor and the building elevation difference. It physically prevents rainwater from entering the expansion joint, so as to meet the deformation at the junction of the elevated corridor and the building elevation difference, not only preventing rainwater leakage, but also effectively dealing with the problem of the loss of waterproof materials in each layer due to construction, weather or aging, thereby ensuring the waterproof safety of this part in the environment of frequent rainstorms. Attached Figure Description

[0021] The above and / or additional aspects and advantages of this utility model will become apparent and readily understood from the description of the embodiments taken in conjunction with the following drawings, in which:

[0022] Figure 1 This is a schematic diagram of the waterproof structure of the building elevation difference junction expansion joint according to an embodiment of the present utility model.

[0023] Figure 2 for Figure 1 A partial enlarged view of point A of the waterproof structure of the building elevation difference intersection deformation joint according to an embodiment of this utility model.

[0024] The markings in the diagram are explained as follows:

[0025] Structural layer 100, lateral shielding part 110, vertical support part 120, second waterproof layer 130, third waterproof layer 140, first waterproof layer 200, first structure 210, second structure 220, third structure 230, vertical expansion joint 300, lateral expansion joint 400, first waterproof layer 500, second waterproof layer 600, sealant 700, building construction layer 800, brick base 900. Detailed Implementation

[0026] The embodiments of this utility model are described in detail below. Examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain this utility model, and should not be construed as limiting this utility model.

[0027] In the description of this utility model, it should be understood that the directional descriptions, such as up, down, front, back, left, right, etc., indicate the directional or positional relationship based on the directional or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0028] In the description of this utility model, "several" means one or more, "multiple" means two or more, "greater than," "less than," and "exceeding" are understood to exclude the stated number, while "above," "below," and "within" are understood to include the stated number. If "first," "second," etc., are used in the description, they are only for distinguishing technical features and should not be construed as indicating or implying relative importance, or implicitly indicating the number of indicated technical features, or implicitly indicating the sequential relationship of the indicated technical features.

[0029] In the description of this utility model, unless otherwise explicitly defined, the terms "setting", "installation", "connection", etc. should be interpreted broadly, and those skilled in the art can reasonably determine the specific meaning of the above terms in this utility model in combination with the specific content of the technical solution.

[0030] Please refer to Figure 1 or Figure 2 The waterproof structure of the building elevation difference junction expansion joint includes the expansion joint body, which is set at the junction between the first building and the second building, including a horizontal expansion joint 400 and a vertical expansion joint 300.

[0031] The first waterproof layer 500 is disposed within the transverse expansion joint 400;

[0032] The second waterproof layer 600 is disposed within the vertical expansion joint 300;

[0033] The first waterproof layer 200 includes a first structure 210 wrapped around the first waterproof layer 500, a second structure 220 disposed on the top surface of the transverse expansion joint 400 and extending to the outer side of the first building, and a third structure 230 disposed on the bottom surface of the transverse expansion joint 400 and extending to the outer side of the second building. The first structure 210, the second structure 220 and the third structure 230 are continuously and uninterruptedly arranged.

[0034] The waterproof structure for the building elevation difference junction provided by this utility model, by setting a vertical support part 120 and a horizontal shielding part 110 on the building body, and setting a first waterproof layer 500 and a second waterproof layer 600 in the horizontal expansion joint 400 and the vertical expansion joint 300 respectively, can effectively enhance the waterproof performance at the junction of the elevated corridor and the building elevation difference, physically preventing rainwater from entering the expansion joint. While meeting the deformation at the junction of the elevated corridor and the building elevation difference, it not only prevents rainwater leakage, but also effectively addresses the problem of water loss of each layer of waterproof material caused by construction, weather or aging, thereby ensuring the waterproof safety of this part in the environment of frequent rainstorms.

[0035] To enable those skilled in the art to better understand the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.

[0036] It should be noted that, unless otherwise specified, the embodiments and features and technical solutions in the present invention can be combined with each other.

[0037] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0038] Example 1

[0039] Please refer to Figure 1 or Figure 2 A waterproof structure for an expansion joint at the junction of building height differences includes an expansion joint body, which is located at the junction between a first building and a second building, and includes a horizontal expansion joint 400 and a vertical expansion joint 300; in this embodiment, the first building can be an elevated corridor and the second building can be a high-rise building.

[0040] The first waterproof layer 500 is disposed within the transverse expansion joint 400;

[0041] The second waterproof layer 600 is disposed within the vertical expansion joint 300;

[0042] The first waterproof layer 200 includes a first structure 210 wrapped around the first waterproof layer 500, a second structure 220 disposed on the top surface of the transverse expansion joint 400 and extending to the outer side of the first building, and a third structure 230 disposed on the bottom surface of the transverse expansion joint 400 and extending to the outer side of the second building. The first structure 210, the second structure 220 and the third structure 230 are continuously and uninterruptedly arranged.

[0043] Through the above structural design, by setting a vertical support 120 and a horizontal shielding part 110 on one of the building structures, with the horizontal shielding part 110 located on top of the vertical support 120 and extending towards the other building structure, a height difference is created, effectively achieving the rainproof function of the top. The first waterproof layer 500 is the first object to block rainwater from entering; it is set within the horizontal expansion joint 400, filling the gaps in the horizontal cavity. The second waterproof layer 600 is set within the vertical expansion joint 300, filling the gaps in the vertical expansion joint 300, which is beneficial for further waterproofing. This effectively enhances the waterproofing performance at the junction of the elevated corridor and the building height difference, physically preventing rainwater from entering the expansion joint. byWhile accommodating deformation at the junction of the elevated walkway and the building's height difference, it not only prevents rainwater leakage but also effectively addresses the issue of water loss in the waterproofing materials caused by construction, weather, or aging, thus ensuring the waterproofing safety of this area in frequent rainy weather. The first structure 210 wraps around the entire first waterproof layer 500, further preventing rainwater infiltration. The second structure 220 extends upward from the first waterproof layer 500 along the transverse expansion joint 400, and the third structure 230 extends downward from the first waterproof layer 500 along the transverse expansion joint 400, which helps prevent rainwater penetration.

[0044] Specifically, a structural layer 100 is provided at the junction of the first building and a building construction layer 800 is provided at the junction of the second building. The structural layer 100 includes a horizontal shielding part 110 and a vertical support part 120. The horizontal shielding part 110 is located above the building construction layer 800, and a horizontal expansion joint 400 is formed between the horizontal shielding part 110 and the top surface of the building construction layer 800. A vertical expansion joint 300 is formed between the vertical support part 120 and the outer surface of the building construction layer 800.

[0045] Through the above structural design, a vertical support 120 and a horizontal shield 110 are provided on the first building. The horizontal shield 110 is located on the top of the vertical support 120 and extends towards the building structure layer 800 to form a height difference, effectively realizing the rain protection function of the top.

[0046] Specifically, the second structure 220 of the first waterproof layer 200 is disposed on the inner side of the transverse blocking portion 110 of the structural layer 100 and extends to the outer side and upper surface of the transverse blocking portion 110; the third structure 230 of the first waterproof layer 200 is disposed on the top surface of the building structure layer 800 and extends to the inner side and upper surface.

[0047] Specifically, the outer side and upper surface of the transverse shielding portion 110 of the structural layer 100 are provided with at least one second waterproof layer 130, and the inner side and upper surface of the building structure layer 800 are provided with at least one third waterproof layer 140.

[0048] The second waterproof layer 130 and the third waterproof layer 140 are used to further enhance the waterproof function.

[0049] Specifically, the lateral shielding portion 110 and the vertical support portion 120 of the structural layer 100 are integrally formed.

[0050] Through the above structural design, the materials used to manufacture the lateral shielding part 110 and the vertical support part 120 can be cement.

[0051] Specifically, the first waterproof layer 500 is a polyethylene foam rod.

[0052] Through the above structural design, the polyethylene foam rod has an extremely low water absorption rate, almost no water absorption, and can effectively block rainwater from entering.

[0053] Specifically, a sealant 700 is provided at the connection between the first waterproof layer 500 and the transverse expansion joint 400.

[0054] Through the above structural design, the sealant 700 is an elastic paste-like building sealant material used to fill building joints, which has waterproof and airtight functions and can effectively increase the sealing performance.

[0055] Example 2

[0056] The waterproof structure of the building elevation difference junction expansion joint provided in Example 1 is further optimized, specifically, as follows: Figure 1 or Figure 2 As shown, the second waterproof layer 600 abuts against the two horizontal surfaces of the vertical expansion joint 300.

[0057] The above structural design achieves a good sealing effect.

[0058] Example 3

[0059] The waterproofing structure of the expansion joint at the junction of building elevation differences provided in Embodiment 1 or 2 is further optimized, such as... Figure 1 or Figure 2 As shown, the second waterproof layer 600 is a polystyrene foam board.

[0060] Through the above structural design, polystyrene foam boards have a closed-cell structure, low water absorption, and excellent water resistance, which can further effectively prevent rainwater from entering.

[0061] Specifically, a brick base 900 is provided on the top surface of the horizontal shielding part 110.

[0062] The above structural design allows for easy passage of people at the 900mm brick base, and the design can be adjusted according to actual conditions.

[0063] The application process of the waterproof structure for the building elevation difference junction expansion joint provided by this utility model is as follows:

[0064] By installing vertical support parts 120 and horizontal shielding parts 110 on the building structure, and installing a first waterproof layer 500 and a second waterproof layer 600 in the horizontal expansion joint 400 and the vertical expansion joint 300 respectively, the waterproof performance at the junction of the elevated corridor and the building height difference can be effectively enhanced. This physically prevents rainwater from entering the expansion joint, so that while meeting the deformation requirements at the junction of the elevated corridor and the building height difference, it not only prevents rainwater leakage, but also effectively addresses the problem of water loss of each layer of waterproof material caused by construction, weather or aging, thereby ensuring the waterproof safety of this part in the context of frequent rainstorms.

[0065] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "illustrative embodiment," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0066] Although embodiments of the present invention have been shown and described, those skilled in the art will understand that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the claims and their equivalents.

[0067] The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings. However, the present utility model is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the spirit of the present utility model.

Claims

1. A waterproof structure for expansion joints at the junctions of building elevation differences, characterized in that, include: The expansion joint body is located at the junction between the first building and the second building, and includes a horizontal expansion joint (400) and a vertical expansion joint (300). The first waterproof layer (500) is disposed within the transverse expansion joint (400); The second waterproof layer (600) is disposed within the vertical expansion joint (300); The first waterproof layer (200) includes a first structure (210) wrapped around the first waterproof layer (500), a second structure (220) disposed on the top surface of the transverse expansion joint (400) and extending to the outer side of the first building, and a third structure (230) disposed on the bottom surface of the transverse expansion joint (400) and extending to the outer side of the second building. The first structure (210), the second structure (220) and the third structure (230) are continuously and uninterruptedly arranged.

2. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 1, characterized in that, A structural layer (100) is provided at the junction of the first building and a building construction layer (800) is provided at the junction of the second building. The structural layer (100) includes a horizontal shielding part (110) and a vertical support part (120). The horizontal shielding part (110) is located above the building construction layer (800), and a horizontal expansion joint (400) is formed between the horizontal shielding part (110) and the top surface of the building construction layer (800). A vertical expansion joint (300) is formed between the vertical support part (120) and the outer side surface of the building construction layer (800).

3. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 2, characterized in that, The second structure (220) of the first waterproof layer (200) is disposed on the inner side of the transverse shielding portion (110) of the structural layer (100) and extends to the outer side and upper surface of the transverse shielding portion (110); the third structure (230) of the first waterproof layer (200) is disposed on the top surface of the building structure layer (800) and extends to the inner side and upper surface.

4. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 3, characterized in that, The outer side and upper surface of the transverse shielding portion (110) of the structural layer (100) are provided with at least one second waterproof layer (130), and the inner side and upper surface of the building structure layer (800) are provided with at least one third waterproof layer (140).

5. A waterproof structure for a building elevation difference joint according to claim 2, characterized in that, The transverse shielding part (110) and the vertical support part (120) of the structural layer (100) are integrally formed.

6. The waterproof structure for the expansion joint at the junction of building elevation differences according to any one of claims 1-5, characterized in that, The first waterproof layer (500) is a polyethylene foam rod.

7. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 6, characterized in that, A sealant (700) is provided at the connection between the first waterproof layer (500) and the transverse expansion joint (400).

8. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 1, characterized in that, The second waterproof layer (600) abuts against the horizontal sides of the vertical expansion joint (300).

9. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 1 or 8, characterized in that, The second waterproof layer (600) is a polystyrene foam board.

10. The waterproof structure for the expansion joint at the junction of building elevation differences according to claim 2, characterized in that, The top surface of the transverse shielding part (110) is provided with a brick base (900).