Through-wall pipeline water stop structure arranged in combination with first-layer curtain wall sideline

Abstract

The utility model relates to the technical field of building construction, in particular to a through-wall pipeline water stop structure combined with a first-layer curtain wall sideline, a structural column is arranged on one side of the end portion of an indoor structural top plate, a structural boundary beam is arranged at the upper end of the interior of the structural column, and meanwhile an outdoor structural beam is arranged on the side edge of the structural column. The structure boundary beam is arranged on the upper side of the end of the outdoor structure beam, meanwhile, the upper end of the structure boundary beam is connected with the lower end of the curtain wall through a curtain wall guide wall, a concrete guide wall is arranged between the structure boundary beam and the curtain wall guide wall, and the concrete guide wall is arranged at the upper end of the outdoor structure beam. Meanwhile, a through-wall waterproof sleeve is arranged in the concrete guide wall, and the end part of the through-wall waterproof sleeve penetrates through the structure edge beam and the curtain wall guide wall. By adjusting the positions of the indoor and outdoor structure side lines, the curtain wall side line part is adjusted to the structure column side, the structure design is simplified, and the construction difficulty is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a wall-penetrating pipeline water-stopping structure arranged in combination with the edge line of a first-floor curtain wall. Background Art

[0002] With the advancement of modern construction technology, more and more high-rise buildings are adopting curtain walls as exterior decorative surfaces, which not only enhances the building's aesthetics but also improves its energy efficiency. However, in actual construction, many challenges arise, particularly when dealing with differences in indoor and outdoor elevations and basement waterproofing. A key issue is how to effectively arrange structural beams that span indoor and outdoor elevations to minimize construction difficulties and ensure the building's waterproof performance.

[0003] Typically, to accommodate the varying elevations between indoors and outdoors, structural beams must be designed as folded beams, increasing the difficulty of designing construction drawings and the complexity of the construction process. Furthermore, outdoor pipelines must pass through structural beams to enter indoor areas, a process that can easily damage the waterproofing layer and cause leakage. This places even higher demands on waterproofing and sealing in sensitive areas like basements. Once a leak occurs, repairs are not only complex and costly, but may also require the affected area to be shut down, causing inconvenience to users.

[0004] In view of the above problems, a new water-stopping structure for wall-penetrating pipelines is urgently needed. Utility Model Content

[0005] The purpose of the utility model is to provide a water-stop structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall, so as to solve the problems raised in the above-mentioned background technology.

[0006] The technical solution of the present utility model is: a wall-penetrating pipeline water-stopping structure arranged in combination with the edge line of the first-floor curtain wall, comprising an indoor structural top plate and an outdoor structural beam, the indoor structural top plate being arranged on the upper end of one side of the outdoor structural beam, a structural column being arranged on one side of the end of the indoor structural top plate, a structural side beam being arranged on the inner upper end of the structural column, and the outdoor structural beam being arranged on the side of the structural column, and the structural side beam being arranged on the upper side of the end of the outdoor structural beam, and the upper end of the structural side beam being connected to the lower end of the curtain wall through the curtain wall guide wall, the structural side beam and the curtain wall guide wall being parallel to each other, and a concrete guide wall being arranged between the structural side beam and the curtain wall guide wall, the concrete guide wall being arranged on the upper end of the outdoor structural beam, and a wall-penetrating waterproof casing being arranged inside the concrete guide wall, and one end of the wall-penetrating waterproof casing passing through the structural side beam, and the other end of the wall-penetrating waterproof casing passing through the curtain wall guide wall.

[0007] Furthermore, the height of the wall-penetrating waterproof sleeve corresponding to the end facing the structural edge beam is greater than the height of the wall-penetrating waterproof sleeve corresponding to the end facing the curtain wall guide wall.

[0008] Furthermore, the slope of the wall-penetrating waterproof casing is specifically:

[0009]

[0010] Where: v is the average flow velocity of the drainage, n is the Manning roughness coefficient, R is the hydraulic radius, and S is the slope of the wall waterproof casing.

[0011] Furthermore, a guide wall inspection port is provided on the outward side of the concrete guide wall, and a casing inspection port is provided on the inward end of the wall-penetrating waterproof casing.

[0012] Furthermore, the interior of the concrete guide wall is filled with waterproofing agent and lightweight concrete.

[0013] Furthermore, a second water leakage sensor is provided on one side of the lower end of the concrete guide wall, and a first water leakage sensor is provided on the lower side of the outward end of the wall-penetrating waterproof sleeve. Both the first water leakage sensor and the second water leakage sensor exchange information with the monitoring module through the wireless communication module.

[0014] The utility model provides a water-stop structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall through improvement. Compared with the prior art, it has the following improvements and advantages:

[0015] Firstly, the present invention simplifies the structural design and reduces the construction difficulty by adjusting the position of the indoor and outdoor structural edges from the curtain wall edge to the structural column edge. At the same time, by pre-arranging the through-wall waterproof casing in the concrete guide wall, the construction process is further simplified. The setting of the concrete guide wall helps to guide and protect the through-wall pipelines, thereby reducing the problems that may occur during the construction process.

[0016] Secondly, the wall-penetrating waterproof casing of the present invention is provided with a certain slope, which helps to drain water smoothly and avoid water accumulation. At the same time, the use of high-performance waterproofing agent and lightweight concrete to fill the concrete guide wall further improves the waterproof performance of the entire structure.

[0017] Thirdly, the provision of the guide wall inspection port and the casing inspection port of the present invention makes regular inspection and maintenance simpler. At the same time, the installation of the water leakage sensor can monitor whether there is leakage in real time, so as to detect and solve the problem in time.

[0018] Fourthly: The utility model effectively prevents the basement waterproof sealing problem caused by pipeline leakage by setting the slope and waterproof materials, thereby improving the safety of the building. At the same time, the real-time monitoring of the leakage sensor further enhances the safety of the structure and avoids property losses and safety hazards caused by leakage. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The present invention will be further explained below with reference to the accompanying drawings and embodiments:

[0020] Figure 1 This is a structural diagram of the utility model of the water-stop structure for wall-penetrating pipelines;

[0021] Description of reference numerals:

[0022] 1. Indoor structural top plate; 2. Structural side beam; 3. Concrete guide wall; 4. Guide wall inspection port; 5. Casing inspection port; 6. Wall-penetrating waterproof casing; 7. Structural column; 8. Curtain wall; 9. Curtain wall guide wall; 10. First water leakage sensor; 11. Second water leakage sensor; 12. Outdoor structural beam. DETAILED DESCRIPTION

[0023] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0024] It should be noted that, in the description of the present invention, the terms "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description. They do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0025] Furthermore, it should be understood that for the sake of ease of description, the sizes of the various components shown in the drawings are not drawn according to actual proportions. For example, the thickness or width of certain layers may be exaggerated relative to other layers.

[0026] It should be noted that like numbers and letters represent similar items in the following figures, so once an item is defined or described in one figure, it will not need to be further discussed and described in detail in the description of the subsequent figures.

[0027] refer to Figure 1This embodiment provides a through-wall pipeline waterproofing structure integrated with the first-floor curtain wall edge. This structure adjusts the position of the indoor and outdoor structural edges, from the edge of curtain wall 8 to the edge of structural column 7, and installs a concrete guide wall 3 at the edge of curtain wall 8. In other words, the area between the edges of the indoor structural column 7 and the curtain wall 8 is backfilled with lightweight concrete. Simultaneously, a through-wall waterproofing sleeve 6 is installed between the structural edge beam 2 and the curtain wall guide wall 9. This not only allows outdoor pipelines to pass through the wall into the interior, but also pre-buried waterproofing sleeve 6 with a certain slope from the inside out, achieving a waterproof and sealing effect.

[0028] In this embodiment, the through-wall pipeline water-stopping structure includes an indoor structural top plate 1 and an outdoor structural beam 12, and the indoor structural top plate 1 is arranged at the upper end of one side of the outdoor structural beam 12. Specifically, a structural column 7 is provided on one side of the end of the indoor structural top plate 1, and a structural side beam 2 is provided on the inner upper end of the structural column 7. At the same time, the outdoor structural beam 12 is provided on the side of the structural column 7, and the structural side beam 2 is provided on the upper side of the end of the outdoor structural beam 12. At the same time, the upper end of the structural side beam 2 is connected to the lower end of the curtain wall 8 through the curtain wall guide wall 9. The structural side beam 2 and the curtain wall guide wall 9 are parallel to each other, and a concrete guide wall 3 is provided between the structural side beam 2 and the curtain wall guide wall 9. The concrete guide wall 3 is arranged at the upper end of the outdoor structural beam 12. At the same time, a through-wall waterproof casing 6 is provided inside the concrete guide wall 3, and one end of the through-wall waterproof casing 6 passes through the structural side beam 2, and the other end of the through-wall waterproof casing 6 passes through the curtain wall guide wall 9.

[0029] Furthermore, a guide wall inspection port 4 is provided on the outward side of the concrete guide wall 3, and a casing inspection port 5 is provided on the inward end of the wall-penetrating waterproof casing 6. The interior of the concrete guide wall 3 is filled with a waterproofing agent and lightweight concrete, that is, the lightweight concrete is doped with a waterproofing agent to improve the waterproof performance of the concrete.

[0030] In other words, the interior and exterior structural boundaries were relocated from the edges of curtain wall 8 to the edges of structural columns 7, simplifying the structural design and reducing construction difficulty. A concrete guide wall 3 was then installed at the edge of curtain wall 8 to guide pipelines through the wall and provide an additional waterproof barrier. Lightweight concrete was then backfilled between the edges of the interior structural columns 7 and the curtain wall 8. Notably, this backfilled lightweight concrete was doped with a waterproofing agent to enhance its waterproofing properties.

[0031] Furthermore, the through-wall waterproofing sleeve 6 is pre-buried within the concrete guide wall 3 and has a certain slope from the inside out to facilitate smooth drainage of water and prevent water accumulation. Specifically, the height of the through-wall waterproofing sleeve 6 corresponding to the end facing the structural edge beam 2 is greater than the height of the through-wall waterproofing sleeve 6 corresponding to the end facing the curtain wall guide wall 9. In other words, the through-wall waterproofing sleeve 6 is provided with a certain slope, and the slope of the through-wall waterproofing sleeve 6 is specifically:

[0032]

[0033] Where: v is the average flow velocity of the drainage, n is the Manning roughness coefficient, R is the hydraulic radius, and S is the slope of the wall waterproof casing.

[0034] That is, by determining the diameter and length of the wall-penetrating waterproof casing 6 and estimating the maximum possible drainage volume, the slope of the wall-penetrating waterproof casing 6 can be obtained.

[0035] In this embodiment, a second water leakage sensor 11 is provided on one side of the lower end of the concrete guide wall 3, and a first water leakage sensor 10 is provided on the lower side of the outward end of the wall-penetrating waterproof sleeve 6. Both the first water leakage sensor 10 and the second water leakage sensor 11 exchange information with the monitoring module through the wireless communication module.

[0036] Specifically, a first water leakage sensor 10 is installed on the underside of the outward-facing end of the wall-penetrating waterproof casing 6 to monitor for moisture leakage from the wall-penetrating waterproof casing 6. A second water leakage sensor 11 is installed on the lower side of the concrete guide wall 3 to monitor for moisture accumulation around the concrete guide wall 3. The wireless communication module is used to transmit data detected by the first and second water leakage sensors 10, 11 to the monitoring module. The monitoring module receives data from the first and second water leakage sensors 10, 11 and performs real-time monitoring and recording. Furthermore, if an abnormality is detected, the monitoring module triggers an alarm and notifies relevant personnel.

[0037] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A water-stopping structure for through-wall pipelines arranged in conjunction with the edge line of a first-floor curtain wall, comprising an indoor structural top plate (1) and an outdoor structural beam (12), wherein the indoor structural top plate (1) is arranged on one upper end of the outdoor structural beam (12), and is characterized in that: A structural column (7) is provided on one side of the end of the indoor structural top plate (1), and a structural side beam (2) is provided on the inner upper end of the structural column (7). At the same time, the outdoor structural beam (12) is provided on the side of the structural column (7), and the structural side beam (2) is provided on the upper side of the end of the outdoor structural beam (12). At the same time, the upper end of the structural side beam (2) is connected to the lower end of the curtain wall (8) through the curtain wall guide wall (9). The structural side beam (2) and the curtain wall guide wall (9) are parallel to each other, and a concrete guide wall (3) is provided between the structural side beam (2) and the curtain wall guide wall (9). The concrete guide wall (3) is provided on the upper end of the outdoor structural beam (12). At the same time, a wall-penetrating waterproof sleeve (6) is provided inside the concrete guide wall (3), and one end of the wall-penetrating waterproof sleeve (6) passes through the structural side beam (2), and the other end of the wall-penetrating waterproof sleeve (6) passes through the curtain wall guide wall (9).

2. The water-stopping structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall according to claim 1 is characterized in that: The height of the wall-penetrating waterproof sleeve (6) corresponding to one end thereof facing the structural edge beam (2) is greater than the height of the wall-penetrating waterproof sleeve (6) corresponding to one end thereof facing the curtain wall guide wall (9).

3. A water-stopping structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall according to claim 1 or 2, characterized in that: The slope of the wall-penetrating waterproof casing (6) is specifically: Where: v is the average flow velocity of the drainage, n is the Manning roughness coefficient, R is the hydraulic radius, and S is the slope of the wall waterproof casing.

4. The water-stopping structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall according to claim 1 is characterized in that: A guide wall inspection port (4) is provided on the outward side of the concrete guide wall (3), and a casing inspection port (5) is provided on the inward end of the wall-penetrating waterproof casing (6).

5. A water-stopping structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall according to claim 1 or 4, characterized in that: The interior of the concrete guide wall (3) is filled with a waterproofing agent and lightweight concrete.

6. A water-stopping structure for through-wall pipelines arranged in combination with the edge line of the first-floor curtain wall according to claim 1 or 4, characterized in that: A second water leakage sensor (11) is provided on one side of the lower end of the concrete guide wall (3), and a first water leakage sensor (10) is provided on the lower side of the outward end of the wall-penetrating waterproof casing (6). Both the first water leakage sensor (10) and the second water leakage sensor (11) exchange information with the monitoring module via a wireless communication module.

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