Novel curtain wall waterproof structure
By adding angle steel as a backing plate for the vertical closing of the waterproof layer on the interior side of the curtain wall system, and anchoring the curtain wall to the top of the concrete beam beam, the water stains caused by the waterproof layer of the existing curtain wall system can only be laid in the horizontal direction. Leave problems, achieving more efficient waterproofing and lower construction requirements.
Patent Information
- Application Number
- CN202420929755.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-30
- Publication Date
- 2025-02-14
- Estimated Expiration
- 2034-04-30
AI Technical Summary
The waterproof layer of the existing curtain wall system can only be laid in the horizontal direction, which may enter the room after outdoor water seeps in, causing the problem of moisture reflux on the ground.
Add angle steel as the backing plate for the vertical closing of the waterproof layer on the interior side, increase the closing height of the waterproof layer to form a second waterproof line, and anchor the curtain wall to the top surface of the concrete beam beam to avoid damage to the waterproofing of the connection.
Effectively prevent outdoor water from entering the room, improve waterproofing capabilities, ensure the integrity of the first waterproofing channel, reduce construction requirements, and improve construction-able capabilities.
Smart Images

Figure CN222477805U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a novel curtain wall waterproof structure, belonging to the technical field of building construction. Background Art
[0002] In order to improve the display effect and promote sales, sales offices generally use curtain wall systems as facades. The existing curtain wall installation structure is as follows: Figure 2 As shown, the indoor waterproof layer can only be laid in the horizontal direction, resulting in outdoor water seeping into the room horizontally once it penetrates through the gaps in the stone. Since the indoor waterproof layer can only be laid in the horizontal direction, water is likely to enter the room and cause moisture on the indoor floor. Utility Model Content
[0003] The technical problem to be solved by the utility model is: to overcome the deficiencies of the prior art, to provide a novel curtain wall waterproof structure, to increase the height of the waterproof layer, and to prevent outdoor water from flowing into the room.
[0004] The utility model discloses a novel curtain wall waterproof structure, including angle steel and fastening bolts. The angle steel is placed between the thermal insulation rock wool and the ground on the indoor side. The angle steel includes a vertical plate and a horizontal plate. The vertical plate and the horizontal plate are arranged in an L shape. The vertical plate is placed between the thermal insulation rock wool and the ground. The horizontal plate is placed on the top of the concrete beam. The fastening bolts penetrate the horizontal plate to install the angle steel on the top of the concrete beam. The waterproof layer is laid along the vertical plate close to the ground. Angle steel is added indoors as a backing plate for the vertical end of the waterproof layer to increase the end height of the waterproof layer to form a second waterproof line, and the added angle steel does not affect the laying of indoor floor tiles. If there is no angle steel, the vertical end of the waterproof layer cannot be reversed due to the high total thickness of the indoor floor tile laying layer, thereby failing to achieve the second waterproof line.
[0005] The curtain wall is placed on the top of the concrete beam. The curtain wall is initially anchored on the side of the beam. The side anchors require a large number of anchor connectors, which will pierce the first waterproofing, resulting in a decrease in construction quality and poor waterproofing ability. Anchoring the curtain wall on the top of the concrete beam avoids the curtain wall column connectors from damaging the waterproofing and ensures the integrity of the first waterproofing.
[0006] The curtain wall beams and indoor floor tiles are overlapped. The original structure is that the curtain wall beams and indoor floor tiles are not overlapped, resulting in gaps between the curtain wall beams and indoor floor tiles due to insufficient construction accuracy. By overlapping the curtain wall beams and indoor floor tiles, this is avoided, the construction requirements are reduced, and the construction and buildability are improved.
[0007] The outdoor skirting stone is placed above the landscape ground. The outdoor skirting stone and the landscape ground are overlapped in such a way that the skirting stone is on top and the landscape ground is on the bottom, which reduces the requirements for construction accuracy, improves work efficiency, and reduces the requirements for construction workers.
[0008] The top of the skirting stone is fixedly connected to the horizontal stone, and the bottom of the skirting stone is overlapped with the landscape ground by glue. The outdoor skirting stone is connected to the horizontal stone by dry paving first, so as to meet the display progress requirements. After the landscape ground is settled, the thickness of the glue joint can be used to adjust the settlement of the ground, so as to achieve the unity of quality and progress requirements.
[0009] The horizontal stone side wall is in contact with the L aluminum sheet. No glue is applied between the horizontal stone side wall and the L aluminum sheet, so that when the landscape ground sinks, the horizontal stone and the L aluminum sheet can slide freely, and the L aluminum sheet can avoid leaking gaps.
[0010] Compared with the prior art, the beneficial effects of the utility model are:
[0011] (1) The utility model forms a second waterproof line by adding angle steel as a backing plate for the vertical end of the moisture-proof layer on the indoor side to increase the end height of the moisture-proof layer, and the added angle steel does not affect the laying of indoor floor tiles. Without the angle steel, the vertical end of the moisture-proof layer cannot be achieved due to the high total thickness of the indoor floor tile laying layer, and thus the second waterproof line cannot be achieved.
[0012] (2) The curtain wall is placed on the top of the concrete beam. The curtain wall was initially anchored on the side of the beam. The side anchors require a large number of anchor connectors, which will pierce the first waterproofing, resulting in a decline in construction quality and poor waterproofing ability. Anchoring the curtain wall on the top of the concrete beam avoids the curtain wall column connectors from damaging the waterproofing and ensures the integrity of the first waterproofing.
[0013] (3) Overlapping of curtain wall beams and indoor floor tiles. The original structure was that the curtain wall beams and indoor floor tiles were not overlapped, resulting in gaps between the curtain wall beams and indoor floor tiles due to insufficient construction accuracy. By overlapping the curtain wall beams and indoor floor tiles, this can be avoided, reducing construction requirements and improving constructability.
[0014] (4) The horizontal stone side wall is in contact with the L-aluminum sheet. No glue is applied between the horizontal stone side wall and the L-aluminum sheet. The purpose is to enable the horizontal stone and the L-aluminum sheet to slide freely when the landscape ground sinks, and to avoid leakage of gaps due to the presence of the L-aluminum sheet. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a schematic diagram of the installation structure of Example 1 of the utility model;
[0016] Figure 2 This is a schematic diagram of the original curtain wall installation structure.
[0017] In the figure: 1. Landscape floor; 2. Skirting stone; 3. Horizontal stone; 4. Curtain wall; 5. Beam; 6. Indoor floor tiles; 7. Insulation rock wool; 8. Angle steel; 9. Ground mortar; 10. Fastening bolts; 11. Waterproof layer. 12. Concrete beam; 13. L aluminum sheet. DETAILED DESCRIPTION
[0018] The utility model is further described below in conjunction with embodiments:
[0019] Example 1
[0020] like Figure 1 As shown, a new curtain wall waterproof structure described in the utility model includes angle steel 8 and fastening bolts 10. Angle steel 8 is placed between thermal insulation rock wool 7 and ground mortar 9 on the indoor side. Angle steel 8 includes vertical plates and horizontal plates. The vertical plates and horizontal plates are arranged in an L shape. The vertical plates are placed between thermal insulation rock wool 7 and ground mortar 9. The horizontal plates are placed on top of concrete beam 12. Fastening bolts 10 penetrate the horizontal plates to install angle steel 8 on top of concrete beam 12. Waterproof layer 11 is laid along the vertical plates close to ground mortar 9. Angle steel 8 is added indoors as a backing plate for the vertical end of the waterproof layer to increase the end height of the waterproof layer to form a second waterproof line, and the added angle steel 8 does not affect the laying of indoor floor tiles 6. If there is no angle steel 8, the vertical end of the moisture-proof layer cannot be achieved due to the high total thickness of the laying layer of indoor floor tiles 6, and thus the second waterproof line cannot be achieved.
[0021] The curtain wall 4 is placed on the top of the concrete beam 12. The curtain wall 4 is initially anchored on the side of the beam. The side anchors require a large number of anchor connectors, which will pierce the first waterproofing, resulting in a decrease in construction quality and poor waterproofing ability. The curtain wall 4 is anchored on the top surface of the concrete beam 12 to avoid the curtain wall 4 column connectors from damaging the waterproofing and ensure the integrity of the first waterproofing.
[0022] The curtain wall 4 cross beam 5 is overlapped with the indoor floor tiles 6. The original structure is that the curtain wall 4 cross beam 5 and the indoor floor tiles 6 are not overlapped, resulting in gaps between the curtain wall 4 cross beam 5 and the indoor floor tiles 6 due to insufficient construction accuracy. By overlapping the curtain wall 4 cross beam 5 and the indoor floor tiles 6, the gaps are avoided, the construction requirements are reduced, and the construction and buildability are improved.
[0023] The skirting stone 2 on the outdoor side is placed above the landscape ground 1. The skirting stone 2 and the landscape ground 1 on the outdoor side are overlapped with each other, with the skirting stone 2 on the upper side and the landscape ground 1 on the lower side, which reduces the requirements for construction accuracy, improves work efficiency, and reduces the requirements for construction personnel.
[0024] The top of the skirting stone 2 is fixed to the horizontal stone 3, and the bottom of the skirting stone 2 is overlapped with the landscape floor 1 by glue. The outdoor skirting stone 2 is connected to the horizontal stone 3 by dry paving first, so as to meet the display progress requirements. The method of gluing after the settlement of the landscape floor 1 is completed can make use of the thickness of the glue joint to adjust the settlement of the landscape floor 1, so as to achieve the unity of quality and progress requirements.
[0025] The side wall of the horizontal stone 3 is in contact with the L aluminum sheet 13. No glue is applied between the side wall of the horizontal stone 3 and the L aluminum sheet 13, so that the horizontal stone 3 and the L aluminum sheet 13 can slide freely when the landscape ground sinks, and the existence of the L aluminum sheet 13 can avoid leakage of the gap.
[0026] The description of the direction and relative position relationship of the structure in the present invention, such as the description of front, back, left, right, up, and down, does not constitute a limitation of the present invention, but is only for the convenience of description.
Claims
1. A new curtain wall waterproof structure, characterized in that: The invention comprises an angle steel (8) and a fastening bolt (10), wherein the angle steel (8) is placed between the thermal insulation rock wool (7) and the ground mortar (9) on the indoor side, and the angle steel (8) comprises a vertical plate and a horizontal plate, wherein the vertical plate and the horizontal plate are arranged in an L shape, wherein the vertical plate is placed between the thermal insulation rock wool (7) and the ground mortar (9), and the horizontal plate is placed on the top of a concrete beam (12). The fastening bolt (10) penetrates the horizontal plate to install the angle steel (8) on the top of the concrete beam (12), and a waterproof layer (11) is laid along the vertical plate close to the ground mortar (9) side.
2. The new curtain wall waterproof structure according to claim 1 is characterized in that: The curtain wall (4) is placed on the top of the concrete beam (12).
3. The new curtain wall waterproof structure according to claim 1 is characterized in that: The curtain wall (4) cross beam (5) and the indoor floor tiles (6) are overlapped and arranged.
4. The novel curtain wall waterproof structure according to any one of claims 1 to 3, characterized in that: The skirting stone material (2) on the outdoor side is placed above the landscape ground (1).
5. The novel curtain wall waterproof structure according to claim 4 is characterized in that: The top of the skirting stone (2) is fixedly connected to the horizontal stone (3), and the bottom of the skirting stone (2) is overlapped with the landscape ground (1) by glue.
6. The novel curtain wall waterproof structure according to claim 5 is characterized in that: The side wall of the horizontal stone material (3) is in contact with the L-shaped aluminum sheet (13).