CN220486937U - Water-proof treatment structure for junction positions of manned roof and unmanned roof - Google Patents
Water-proof treatment structure for junction positions of manned roof and unmanned roof Download PDFInfo
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- CN220486937U CN220486937U CN202321887593.9U CN202321887593U CN220486937U CN 220486937 U CN220486937 U CN 220486937U CN 202321887593 U CN202321887593 U CN 202321887593U CN 220486937 U CN220486937 U CN 220486937U
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- Prior art keywords
- roof
- superjacent
- concrete
- roofing
- people
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- 239000004567 concrete Substances 0.000 claims abstract description 59
- 239000011490 mineral wool Substances 0.000 claims abstract description 29
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 25
- 239000010935 stainless steel Substances 0.000 claims abstract description 25
- 238000007789 sealing Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000004078 waterproofing Methods 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 239000012466 permeate Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 9
- 239000012528 membrane Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model relates to the technical field of engineering construction, in particular to a waterproof treatment structure for junction positions of a superjacent roof and a superjacent roof, wherein the superjacent roof is arranged on one side of a concrete superjacent roof, meanwhile, a superjacent roof secondary beam is arranged at the lower end of the concrete superjacent roof, a superjacent roof purline is arranged at the lower end of the superjacent roof, the superjacent roof purline is arranged on one side of the concrete superjacent roof, meanwhile, a concrete inverted bank is arranged at the upper end of one side, close to the superjacent roof, of the concrete superjacent roof, and a stainless steel ladle edge is fixed on the outer side of the concrete inverted bank through a fixing nail. According to the utility model, under the conditions that the stainless steel wrapping is deformed and the fixing nails are rusted, rainwater still cannot permeate into the junction position of the concrete upper roof and the rock wool sandwich plate non-upper roof through the concrete upper roof, so that the overall waterproof effect of the junction position is improved.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to a waterproof treatment structure for junction positions of a boarding roof and a non-boarding roof.
Background
For temporary steel structure buildings in the living areas of temporary buildings, partial roofs have requirements of people, and reinforced concrete roofs are needed; part of the roofs have no upper people's requirements, and color steel plate roofs can be adopted for controlling the cost. The water-proof treatment of the junction positions of two different types of roofs is complex: the section of the rock wool board is made of iron sheet and rock wool, the sealing performance is not achieved, waterproof requirements cannot be met even if a foaming agent is adopted for joint filling, if the stainless steel wrapping is adopted for fixing by adding nails, the nails can be corroded in long-term natural environment, the stainless steel wrapping can be deformed, and rainwater can infiltrate from the concrete side roof and gaps of the stainless steel wrapping.
The utility model patent of China with the publication number of CN106760263A discloses a slope cover plate structure of a roof deformation joint, which comprises a roof and a high-span wall body adjacent to the roof, wherein a low-span wall is arranged on the adjacent side of the roof and the high-span wall body, a gap is arranged between the low-span wall and the high-span wall, and foam plastic is filled in the gap; 1-2 coiled material additional layers are adhered and paved on the surface of the low-span wall, waterproof coiled materials are paved on the coiled material additional layers, and the inner sides of the waterproof coiled materials are paved on the top of the low-span wall; the top part of the gap is covered with a coiled material sealing cover, one end of the coiled material sealing cover is paved on the top of the low-span wall and is adhered with the waterproof coiled material into a whole, and the other end of the coiled material sealing cover is fixed in the wall body of the high-span wall; the top of the gap is positioned above the coiled material sealing cover and is buckled with a cover plate. The construction method for the deformation joint of the roof with the improved structure ensures the construction quality of the deformation joint, meets the deformation requirement of the deformation joint, is convenient for construction, has outstanding waterproof effect and can meet the long-term waterproof requirement. But under natural environment, waterproofing membrane's life is limited, and the one end of apron is located waterproofing membrane's upper end simultaneously, and when rainy weather, the apron can be with rainwater drainage to waterproofing membrane to will lead to waterproofing membrane's life greatly reduced.
Disclosure of Invention
The utility model aims to provide a waterproof treatment structure for junction positions of a boarding roof and a non-boarding roof, so as to solve the problems in the prior art.
The technical scheme of the utility model is as follows: the utility model provides a water proof treatment structure of people's roofing and people's roofing juncture is gone up to the concrete, including people's roofing and rock wool battenboard people's roofing that is not gone up to the concrete, rock wool battenboard people's roofing is set up in one side of people's roofing on the concrete, simultaneously the lower extreme of people's roofing is provided with people's roofing secondary beam on the concrete, the lower extreme of people's roofing is not gone up to the rock wool battenboard, people's roofing purlin sets up in one side of people's roofing on the concrete, simultaneously people's roofing is gone up to the concrete is close to one side upper end that the rock wool battenboard is not gone up the roofing and is provided with the concrete and is reversed the bank, just the outside that the concrete is reversed the bank is fixed with stainless steel limit through the staple.
Furthermore, one side of the secondary roof girder is fixedly connected with a main girder through a second connecting plate, and the lower side of one end of the purline of the roof, which is not covered by the upper person, is fixedly connected with the main girder through a first connecting plate.
Furthermore, the girder is arranged at the lower end of the junction position of the concrete manned roof and the rock wool sandwich board on the unmanned roof, and the lower end of the girder is fixedly provided with a steel column.
Furthermore, the lower ends of the concrete superman roof and the purlines of the non-superman roof are positioned on the same horizontal line.
Furthermore, the number of the stainless steel wrapping edges is not less than 1, and two adjacent stainless steel wrapping edges are in sealing connection through structural adhesive.
Further, the overlap length between two stainless steel rims adjacent to each other is not less than 10 cm.
The utility model provides a waterproof treatment structure for junction positions of a boarding roof and a non-boarding roof by improving the waterproof treatment structure, which has the following improvement and advantages compared with the prior art:
according to the utility model, the elevation of the purline of the non-manned roof is improved, so that the purline of the non-manned roof is raised to be on the same horizontal line with the concrete manned roof, and meanwhile, the concrete reverse bank is arranged, so that the space between the concrete manned roof and the rock wool sandwich panel is in a relative horizontal state, and therefore, under the conditions of deformation of the stainless steel wrapping edges and rust of the fixing nails, rainwater still cannot permeate into the junction position of the concrete manned roof and the rock wool sandwich panel through the concrete manned roof, and the integral waterproof effect of the junction position of the concrete manned roof and the rock wool sandwich panel is improved.
Drawings
The utility model is further explained below with reference to the drawings and examples:
FIG. 1 is a schematic structural view of a waterproof treatment structure of the present utility model;
reference numerals illustrate:
1. a concrete man-made roof; 2. concrete reverse bank; 3. stainless steel wrapping; 4. fixing nails; 5. the rock wool sandwich board is not covered by a roof; 6. a first connection plate; 7. roof purlines are not covered; 8. a second connecting plate; 9. a secondary beam of the manned roof; 10. a main beam; 11. and (5) a steel column.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that, in the description of the present utility model, the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, only for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements to be referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Furthermore, it should be understood that the dimensions of the various elements shown in the figures are not drawn to actual scale, e.g., the thickness or width of some layers may be exaggerated relative to other layers for ease of description.
It should be noted that like reference numerals and letters refer to like items in the following figures, and thus once an item is defined or illustrated in one figure, no further detailed discussion or description thereof will be necessary in the following description of the figures.
Referring to fig. 1, the present embodiment provides a waterproof structure for the junction position of a boarding roof and a non-boarding roof, which comprises a concrete boarding roof 1, a rock wool sandwich panel non-boarding roof 5, a non-boarding roof purline 7, a boarding roof secondary beam 9, a main beam 10 and a steel column 11. Wherein the concrete superman roofing 1 is arranged on one side of the rock wool sandwich board superman roofing 5 and the superman roofing purline 7, and the rock wool sandwich board superman roofing 5 is arranged on the upper end of the superman roofing purline 7, and the lower end of the concrete superman roofing 1 and the lower end of the superman roofing purline 7 are positioned on the same horizontal line.
In this embodiment, the upper end of one side of the concrete upper roof 1, which is close to the rock wool sandwich panel and is not upper roof 5, is provided with a concrete inverted ridge 2, and in this embodiment, the height of the concrete inverted ridge 2 is set to 10 cm. It should be noted that the height of the concrete sill 2 is not fixed, and may be specifically selected according to the actual situation on site. And a stainless steel wrapping 3 is fixed on the outer side of the concrete back sill 2 through a fixing nail 4. Specifically, one end of the stainless steel wrapping 3 is fixed on one side, facing the concrete upper people roof 1, of the concrete inverted ridge 2 through the fixing nails 4, and the other end of the stainless steel wrapping 3 is fixed on one end, close to the concrete upper people roof 1, of the rock wool sandwich panel upper people roof 5 through the fixing nails 4.
It should be noted that when the length of the concrete upper roof 1 and the length of the rock wool sandwich panel lower roof 5 are both large, the single stainless steel edges 3 cannot be completely covered, and then a corresponding number of stainless steel edges 3 are required to be selected for covering according to the actual length. That is, the number of stainless steel rims 3 is not less than 1. When two adjacent stainless steel edges 3 are lapped, the lapping length is not less than 10 cm, and meanwhile, the two adjacent stainless steel edges 3 are in sealing connection through structural adhesive.
In this embodiment, the superman roof secondary beam 9 is arranged at the lower end of the concrete superman roof 1, and meanwhile, one side of the superman roof secondary beam 9 is fixedly connected with a main beam 10 through a second connecting plate 8, and meanwhile, the lower end of the main beam 10 is fixedly provided with a steel column 11. Wherein the main beam 10 is arranged at the lower end of the junction position of the concrete upper roofing 1 and the rock wool sandwich board without the upper roofing 5. Because the lower end of the concrete superman roof 1 and the lower end of the superman roof purline 7 are positioned on the same horizontal line, the superman roof purline 7 is also positioned at the upper end of the girder 10. Specifically, the underside of one end of the non-manned roof purline 7 is fixedly connected with the main beam 10 through the first connecting plate 6.
Specifically, a concrete inverted ridge 2 with the thickness of 10 cm is arranged at the upper end of the junction position of the concrete upper roof 1 and the rock wool sandwich panel, which is not provided with the upper roof 5, and a stainless steel wrapping 3 is arranged at the outer side of the concrete inverted ridge 2. The lower end of the junction position of the concrete upper roof 1 and the rock wool sandwich panel upper-roof 5 is provided with the upper-roof purline 7 which is lifted to be positioned on the same horizontal line with the concrete upper roof 1, so that the concrete upper roof 1 and the rock wool sandwich panel upper-roof 5 are in a relatively horizontal state, and under the conditions that the stainless steel wrapping 3 is deformed and the fixing nails 4 are rusted, rainwater cannot infiltrate into the junction position of the concrete upper roof 1 and the rock wool sandwich panel upper-roof 5 through the concrete upper-roof 1, thereby improving the integral waterproof effect of the junction position of the concrete upper-roof 1 and the rock wool sandwich panel upper-roof 5.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a water proof treatment structure of people's roofing and people's roofing juncture position that does not go up, including people's roofing (1) and rock wool battenboard people's roofing (5) do not go up in concrete, rock wool battenboard people's roofing (5) do not go up one side of roofing (1) set up in concrete, simultaneously the lower extreme of people's roofing (1) is provided with people's roofing secondary beam (9) on concrete, the lower extreme of rock wool battenboard people's roofing (5) is provided with people's roofing purlin (7), a serial communication port, people's roofing purlin (7) do not set up in one side of people's roofing (1) on concrete, simultaneously people's roofing (1) are close to one side upper end that people's roofing (5) do not go up in rock wool battenboard is provided with concrete anti-bank (2), just the outside of concrete anti-bank (2) is fixed with stainless steel limit (3) through staple (4).
2. The waterproof treatment structure for junction positions of the superjacent roof and the non-superjacent roof according to claim 1, wherein one side of the superjacent roof secondary beam (9) is fixedly connected with a main beam (10) through a second connecting plate (8), and one end lower side of the non-superjacent roof purline (7) is fixedly connected with the main beam (10) through a first connecting plate (6).
3. The waterproof treatment structure for the junction position of the manned roof and the unmanned roof according to claim 2, wherein the main beam (10) is arranged at the lower end of the junction position of the manned roof (1) and the rock wool sandwich panel unmanned roof (5) on concrete, and the lower end of the main beam (10) is fixedly provided with a steel column (11).
4. A structure for waterproofing a boundary between a superjacent roof and a superjacent roof according to claim 1 or 3, wherein the lower end of the concrete superjacent roof (1) and the lower end of the superjacent roof purline (7) are positioned on the same horizontal line.
5. The structure for waterproofing a junction between a superjacent roof and a non-superjacent roof according to claim 1, wherein the number of the stainless steel edges (3) is not less than 1, and two adjacent stainless steel edges (3) are connected by a structural adhesive in a sealing manner.
6. A structure for waterproofing a junction between a superjacent roof and a non-superjacent roof according to claim 5, wherein the overlap length between two stainless steel edges (3) adjacent to each other is not less than 10 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321887593.9U CN220486937U (en) | 2023-07-18 | 2023-07-18 | Water-proof treatment structure for junction positions of manned roof and unmanned roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321887593.9U CN220486937U (en) | 2023-07-18 | 2023-07-18 | Water-proof treatment structure for junction positions of manned roof and unmanned roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220486937U true CN220486937U (en) | 2024-02-13 |
Family
ID=89830350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321887593.9U Active CN220486937U (en) | 2023-07-18 | 2023-07-18 | Water-proof treatment structure for junction positions of manned roof and unmanned roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220486937U (en) |
-
2023
- 2023-07-18 CN CN202321887593.9U patent/CN220486937U/en active Active
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