CN220353253U - Permeation-proof high-rise archaized sloping roof - Google Patents
Permeation-proof high-rise archaized sloping roof Download PDFInfo
- Publication number
- CN220353253U CN220353253U CN202321842648.4U CN202321842648U CN220353253U CN 220353253 U CN220353253 U CN 220353253U CN 202321842648 U CN202321842648 U CN 202321842648U CN 220353253 U CN220353253 U CN 220353253U
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- China
- Prior art keywords
- support frame
- connecting rod
- mounting hole
- roof
- beam support
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- 230000002265 prevention Effects 0.000 claims abstract description 3
- 238000003825 pressing Methods 0.000 claims description 28
- 238000007789 sealing Methods 0.000 claims description 17
- 239000005543 nano-size silicon particle Substances 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 5
- 239000011148 porous material Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 238000010030 laminating Methods 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000006835 compression Effects 0.000 description 6
- 238000007906 compression Methods 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000000741 silica gel Substances 0.000 description 2
- 229910002027 silica gel Inorganic materials 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000002105 nanoparticle Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model provides a high-rise archaize slope roofing of prevention of seepage, including roofing body and the roof beam support frame of encorbelmenting of setting on roofing body, the basal portion of roof beam support frame of encorbelmenting is fixed with roofing body, the part of keeping away from its basal portion on the roof beam support frame of encorbelmenting is located roofing body outside and forms archaize cornice support, the mounting hole has been seted up to the position that is close to the roof beam support frame basal portion of encorbelmenting on the roofing body, the mounting hole is along vertical roof body distribution of running through, the cooperation is installed the connecting rod in the mounting hole and is filled with waterproof seal layer between connecting rod and mounting hole, the lower extreme of connecting rod wears out the mounting hole bottom and is equipped with the holding down plate, the upper edge of holding down plate distributes along laminating roofing body, the mounting hole top is worn out to the upper end of connecting rod and is fixed connection with the roof beam support frame of encorbelmenting. The utility model is used for improving the problems of cracks which are easy to generate in the traditional construction of the high-rise archaized sloping roof and the corrosion of the structural layer of the roof body caused by the cracks.
Description
Technical Field
The utility model relates to the technical field of civil engineering construction, in particular to an anti-seepage high-rise archaized slope roof.
Background
In the construction of the high-rise archaizing sloping roof with cornices, the cornices are usually constructed in an auxiliary way by adopting a steel cantilever beam support frame, one end of the cantilever beam support frame extends out of the roof body to form a cornice construction foundation, the other end is used as a base part and is connected with an embedded compression ring embedded on the roof body, and the middle part of the cantilever beam support frame is connected with the top of a wall body through fasteners such as expansion bolts. The cantilever beam support frame is located the outside part of roofing body and the weight of cornice part directly acts on pre-buried clamping ring, makes roofing body produce the crack because of great tensile load easily, and this crack presents and uses pre-buried clamping ring as the center, produces the damage condition of outwards periphery irregular extension. In the tile paving construction of the high-rise archaizing sloping roof, the tiles are difficult to be well attached due to factors of construction technology or operators, and the rainwater inevitably falls into the roof body through tile gaps, enters the roof body through cracks at the embedded compression rings, and irregularly permeates along the cracks, so that the structural layers of the roof body are corroded for a long time, and the overall waterproof performance of the roof body is affected.
Disclosure of Invention
The utility model aims to provide an anti-seepage high-rise archaized slope roof, which solves the problems that cracks are easy to generate in the traditional construction of the high-rise archaized slope roof and the structural layer of the roof body is corroded caused by the cracks.
In order to solve the technical problems, the utility model adopts the following specific scheme: the utility model provides a high-rise archaize slope roofing of prevention of seepage, including roofing body and the roof beam support frame of encorbelmenting of setting on roofing body, the basal portion of roof beam support frame of encorbelmenting is fixed with roofing body, the part of keeping away from its basal portion on the roof beam support frame of encorbelmenting is located roofing body outside and forms archaize cornice support, the mounting hole has been seted up to the position that is close to the roof beam support frame basal portion of encorbelmenting on the roofing body, the mounting hole is along vertical roof body distribution of running through, the cooperation is installed the connecting rod in the mounting hole and is filled with waterproof seal layer between connecting rod and mounting hole, the lower extreme of connecting rod wears out the mounting hole bottom and is equipped with the holding down plate, the upper edge of holding down plate distributes along laminating roofing body, the mounting hole top is worn out to the upper end of connecting rod and is fixed connection with the roof beam support frame of encorbelmenting.
Preferably, the base of the cantilever beam support frame is provided with a buffer hole, the upper end of the connecting rod extends out of the buffer hole and is connected with an upper pressing plate tightly pressed on the upper edge of the cantilever beam support frame base, and the aperture of the buffer hole is larger than the outer diameter of the connecting rod, so that a buffer gap is generated between the outer edge of the connecting rod and the wall of the buffer hole.
Preferably, the buffer clearance between the outer edge of the connecting rod and the wall of the buffer hole is 3-6mm.
Preferably, the upper pressing plate is connected with the upper part of the connecting rod in a threaded manner, and the lower pressing plate is welded and fixed with the bottom of the connecting rod.
Preferably, the upper and lower press plates are both circular.
Preferably, the upper pressing plate and the lower pressing plate are rectangular, and the length directions of the upper pressing plate and the lower pressing plate are perpendicular to the longitudinal distribution of the cantilever beam supporting frame.
Preferably, the waterproof sealing layer is formed of nano-sized silicon waterproof glue poured between the mounting hole and the link.
Preferably, the waterproof sealing layer extends to the roof body from the top of the mounting hole and is distributed on the periphery of the mounting hole.
Preferably, the cantilever beam support frame is connected with the roof body through two or more connecting rods, and the roof body is correspondingly provided with mounting holes for the connecting rods to be independently matched and mounted.
Preferably, two or more connecting rods on the cantilever beam support frame are distributed along the longitudinal direction of the cantilever beam support frame.
The cantilever beam support frame is fixed in the mounting hole formed in the roof body by adopting the connecting rod, the upper end of the connecting rod is fixed with the cantilever beam support frame, the lower end of the connecting rod is provided with the lower pressing plate, and the lower pressing plate is tightly pressed on the lower edge of the roof body, so that the weight of the part of the cantilever beam support frame, which is positioned outside the roof body, and the cornice part acts on the lower edge of the roof body, on one hand, the utility model is convenient to implement, the construction of the embedded compression ring is not needed when the roof body is poured, only the mounting hole is needed after the roof body is finished, and the sealing problem of the mounting hole is solved by pouring the waterproof sealing layer into the mounting hole; on the other hand, even if cracks are generated at the lower edge of the roof body due to overlarge load, rainwater falling from the tiles cannot easily enter the cracks, so that the rainwater cannot easily spread along the cracks, and the waterproof performance of the whole roof body is affected.
In the preferred embodiment of the utility model, the cantilever support frame is connected with the connecting rod in a matched mode of the threaded connection of the upper pressing plate, and the hole of the cantilever support frame for the connecting rod to pass through is larger in clearance, so that the condition that the waterproof sealing layer in the mounting hole is loosened due to shaking of the cantilever support frame under the action of external wind force and other factors can be reduced. In a further preferred embodiment, the waterproof sealing layer is formed by pouring nano-silica gel, and has considerable flexibility besides good waterproof performance and service life due to the fact that the nano-silica gel is filled, waterproof sealing of the installation hole formed in the roof body can be guaranteed, and waterproof and anti-seepage performances of the roof body are further guaranteed.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a part of the enlarged structure of the portion A in FIG. 1;
the marks in the figure: 1. the wall body, 2, expansion bolts, 3, cantilever beam support frame, 4, top board, 5, connecting rod, 6, roofing body, 7, holding down plate, 8, waterproof sealing layer, 9, buffer hole, 10, buffer gap, 11, screw thread section, 12, mounting hole.
Detailed Description
As shown in fig. 1, the impermeable high-rise archaized slope roof disclosed by the utility model is the same as a conventional archaized slope surface, and comprises a roof body 6 and an overhanging beam support frame 3 arranged on the roof body 6. The cross section of cantilever beam support frame 3 is the broken line shape, and left end extension distributes outside roofing body 6 left side, forms the basic support of archaize cornice, and the middle part passes through expansion bolts 2 etc. fastener to be fixed at the top of wall body 1, and the right-hand member is fixed with roofing body 6. After the integral construction of the archaizing sloping roof is completed, the position of the connection point between the base part of the cantilever beam support frame 3 and the roof body 6 bears the weight of the cantilever beam support frame 3 positioned at the outer part and the cornice part of the roof body 6, and in the traditional pre-buried compression ring fixing mode, the pre-buried compression ring part is easy to generate radial cracks, so that the waterproof performance of the whole roof body 6 is affected. In order to avoid the problem, the cantilever support beam is fixed with the roof through the connecting rod 5, and the weight of the cantilever support frame 3 positioned at the outer part of the roof body 6 and the cornice part acts on the lower edge of the roof body 6, so that the generation of cracks on the upper edge of the roof body 6 is avoided, the rainwater falling from tiles is prevented from directly flowing into the cracks to permeate, and the permeation resistance of the roof body 6 is further improved, and the concrete structure is that:
referring to fig. 1 and 2, the roof body 6 is provided with mounting holes 12, the mounting holes 12 vertically penetrate through the thickness direction of the roof body 6, and the connecting rods 5 penetrate through the mounting holes 12. The lower end of the connecting rod 5 is fixedly provided with a lower pressing plate 7 in a welding mode, the upper end of the connecting rod 5 is provided with a thread section 11, and the thread section 11 sequentially passes through a mounting hole 12 and a buffer hole 9 arranged on the cantilever beam supporting frame 3 and is in threaded connection with an upper pressing plate 4. In the construction process, the upper pressing plate 4 is tightly pressed on the upper edge of the cantilever beam support frame 3 by continuously screwing the upper pressing plate 4, and the lower pressing plate 7 is tightly pressed on the lower edge of the roof body 6, so that the fixation between the cantilever beam support frame 3 and the roof body 6 is realized. Compared with the traditional embedded compression ring mode, the fixing mode of the utility model is convenient for construction, and the load stress point is transferred from the inside of the roof body 6 to the lower edge of the roof body 6, so that the crack of the roof body 6 caused by overlarge load from the inside to the upper side is avoided.
Because the conventional pre-buried clamping ring is located in the roof body 6, the clamping ring is limited by the space between the inner reinforcement frameworks of the roof body 6 and cannot be too large in the pre-buried process of pouring the roof body 6, and the lower pressing plate 7 in the embodiment is completely located outside the roof body 6 and is not affected by interference of the inner structure of the roof body 6, so that the upper pressing plate 4 and the lower pressing plate 7 in the embodiment can be manufactured into circular plates with larger areas, the contact areas between the upper pressing plate 4 and the lower pressing plate 7 and the cantilever beam supporting frame 3 and the roof body 6 are ensured, the pressure to the roof body 6 is reduced under the condition of certain load pressure, and the generation of cracks is avoided. In other embodiments of the present utility model, the upper platen 4 and the lower platen 7 may alternatively be rectangular or have other shapes capable of forming stable support, and when rectangular is selected, the length directions of the upper platen 4 and the lower platen 7 are distributed perpendicular to the cantilever beam supporting frame 3.
In order to ensure the sealing of the installation hole 12 on the roof body 6, the utility model fills the gap between the connecting rod 5 and the installation hole 12 with nano-silicon waterproof glue to form a waterproof sealing layer 8. The nano-silicon waterproof adhesive has excellent waterproof performance and flexibility, so that when the cantilever beam bracket drives the connecting rod 5 to slightly shake together under the action of external force, the nano-silicon waterproof adhesive is not easy to loose and drop due to the shaking of the connecting rod 5, and the waterproof sealing effect of the nano-silicon waterproof adhesive is weakened. In the construction process, a little more nano-silicon waterproof glue can be poured into the mounting hole 12, and after the redundant nano-silicon waterproof glue is removed from the top of the mounting hole 12, the formed waterproof sealing layer 8 extends to the periphery of the top of the mounting hole 12, so that rainwater is further prevented from entering the mounting hole 12, and the waterproof sealing effect is guaranteed. In addition, the aperture of the buffer hole 9 in this embodiment is slightly larger than the outer diameter of the connecting rod 5, so that a buffer gap 10 of 306mm is formed between the outer edge of the connecting rod 5 and the inner wall of the buffer hole 9, and when the cantilever beam support frame 3 shakes under the action of external force, the inner wall of the buffer hole 9 directly extrudes the connecting rod 5 due to the existence of the buffer gap 10, so that the shaking condition of the connecting rod 5 is further reduced, and the service life of the waterproof sealing layer 8 is further prolonged.
The cantilever beam support frame 3 in this embodiment adopts a connecting rod 5 and roofing body 6 fixed connection, in other cantilever beam support frames 3 that cornice length is longer, can adopt two or more connecting rods and roofing body 6 fixed, and a plurality of connecting rods distribute along the longitudinal direction of cantilever beam support frame 3, guarantee joint strength.
Claims (10)
1. The utility model provides a high-rise archaize slope roofing of prevention of seepage, includes roofing body (6) and sets up cantilever beam support frame (3) on roofing body (6), and the basal portion of cantilever beam support frame (3) is fixed with roofing body (6), and the part of cantilever beam support frame (3) on keeping away from its basal portion is located roofing body (6) outside and forms the support of cornice modelled after an antique, its characterized in that:
the roof body (6) is close to the position of cantilever beam support frame (3) basal portion and has seted up mounting hole (12), mounting hole (12) are along vertical roof body (6) distribution of running through, install connecting rod (5) in mounting hole (12) cooperation and fill between connecting rod (5) and mounting hole (12) and have waterproof sealing layer (8), the lower extreme of connecting rod (5) wears out mounting hole (12) bottom and is equipped with holding down plate (7), the upper edge of holding down plate (7) is laminated along the lower edge of roof body (6) and is distributed, the upper end of connecting rod (5) wears out mounting hole (12) top and with cantilever beam support frame (3) fixed connection.
2. The impermeable high-rise archaized pitched roof of claim 1, wherein: the base of cantilever beam support frame (3) is equipped with buffer hole (9), and connecting rod (5) upper end stretches out and is connected with upper clamp plate (4) of sticis at cantilever beam support frame (3) base upper edge by buffer hole (9), and the aperture of buffer hole (9) is greater than connecting rod (5) external diameter to produce buffer gap (10) between the pore wall of buffer hole (9) and the outer fringe of connecting rod (5).
3. A permeation-resistant high-rise archaized pitched roof as recited in claim 2, wherein: the buffer gap (10) between the outer edge of the connecting rod (5) and the wall of the buffer hole (9) is 3-6mm.
4. A permeation-resistant high-rise archaized pitched roof as recited in claim 2, wherein: the upper pressing plate (4) is connected with the upper part of the connecting rod (5) in a threaded manner, and the lower pressing plate (7) is welded and fixed with the bottom of the connecting rod (5).
5. A permeation-resistant high-rise archaized pitched roof as recited in claim 2, wherein: the upper pressing plate (4) and the lower pressing plate (7) are round.
6. A permeation-resistant high-rise archaized pitched roof as recited in claim 2, wherein: the upper pressing plate (4) and the lower pressing plate (7) are rectangular, and the length directions of the upper pressing plate (4) and the lower pressing plate (7) are perpendicular to the longitudinal distribution of the cantilever beam supporting frame (3).
7. The impermeable high-rise archaized pitched roof of claim 1, wherein: the waterproof sealing layer (8) is formed by nano-silicon waterproof glue poured between the mounting hole (12) and the connecting rod (5).
8. The impermeable high-rise archaized pitched roof of claim 1, wherein: the waterproof sealing layer (8) extends to the roof body (6) from the top of the mounting hole (12) and is distributed on the periphery of the mounting hole (12).
9. The impermeable high-rise archaized pitched roof of claim 1, wherein: the cantilever beam support frame (3) is connected with the roof body (6) through two or more connecting rods (5), and mounting holes (12) for the connecting rods (5) to be independently matched and mounted are correspondingly formed in the roof body (6).
10. The impermeable high-rise archaized pitched roof of claim 9, wherein: two or more connecting rods (5) on the cantilever beam support frame (3) are distributed along the longitudinal direction of the cantilever beam support frame (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321842648.4U CN220353253U (en) | 2023-07-13 | 2023-07-13 | Permeation-proof high-rise archaized sloping roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321842648.4U CN220353253U (en) | 2023-07-13 | 2023-07-13 | Permeation-proof high-rise archaized sloping roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220353253U true CN220353253U (en) | 2024-01-16 |
Family
ID=89481952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321842648.4U Active CN220353253U (en) | 2023-07-13 | 2023-07-13 | Permeation-proof high-rise archaized sloping roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220353253U (en) |
-
2023
- 2023-07-13 CN CN202321842648.4U patent/CN220353253U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |