CN201554132U - Waterproof structure for deformation seams of building roof - Google Patents
Waterproof structure for deformation seams of building roof Download PDFInfo
- Publication number
- CN201554132U CN201554132U CN200920314262XU CN200920314262U CN201554132U CN 201554132 U CN201554132 U CN 201554132U CN 200920314262X U CN200920314262X U CN 200920314262XU CN 200920314262 U CN200920314262 U CN 200920314262U CN 201554132 U CN201554132 U CN 201554132U
- Authority
- CN
- China
- Prior art keywords
- building roof
- deformation
- roof
- retaining platform
- roofing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model discloses a waterproof structure for deformation seams of a building roof. The waterproof structure comprises roof brick-molded retaining platforms arranged on two sides of the deformation seam of the building roof; an aluminium plate is pressed below the roof brick-molded retaining platform on one side of the deformation seam; the other side of the aluminium plate is hung in the air; the deformation seam is filled with polystyrene foam; the polystyrene foam is supported on the aluminium plate; a small cast-in-situ reinforced concrete canopy is fixed on the roof brick-molded retaining platform on one side of the deformation seam; and the deformation seam and the roof brick-molded retaining platform on the other side of the deformation seam can be fully covered through the small cast-in-situ reinforced concrete canopy. The deformation seam of the roof is covered by the small cast-in-situ reinforced concrete canopy; therefore, the utility model overcomes the phenomenon that the breakage and leakage points of welding seams are generated at the seam crossing of the aluminium cover plate when the building roof is exposed to the sun and rain, expands with heat and contracts with cold, or the settlement and displacement of the building occur. Moreover, the utility model has the advantages of simple structure, easy manufacture, excellent waterproof quality and structural stability, and also ensures the stability and durability of the waterproof structure for deformation seams of the building roof.
Description
Technical field
The utility model relates to a kind of building roof waterproofing of movement joints structure, belongs to building roof waterproofing of movement joints technical field.
Background technology
In industry and civilian construction, be subjected to the influence of factors such as temperature, ground, earthquake, it is the globality that deformation joint guarantees himself that building will utilize the slit of vertical segmentation.Deformation joint has improved the destruction of distortion to building, but has brought certain difficulty also for simultaneously the waterproof leakproof of building roof.Waterproof should be considered in junction in this slit, considers that again roof waterpoof material is not obstructed when building produces displacement or distortion, is not destroyed, and guarantees the stability of waterproof construction itself.Way commonly used at present is to adopt aluminium sheet and additional coiled material lid seam (twice waterproof).In manufacturing process was installed, between the aluminium sheet or with welding, or bonding with glass cement, and the time one was grown, expose to the sun and rain, expand with heat and contract with cold act under, glass cement will peel off or welding seam breaking, finally forms breakthrough.The waterproofing work key is the first road waterproof, and the second road waterproof can only help out.If the first road waterproofing work lost efficacy, second road also is difficult to guarantee, stays hidden danger to roof waterproof.Therefore, waterproofing of movement joints structure of the prior art not only exists the short shortcoming of constructional difficulties, application life, but also exists the unfavorable shortcoming of waterproof effect.
The utility model content
The purpose of this utility model is: provide a kind of and construct easily, the building roof waterproofing of movement joints structure of long service life, good water-proof effect, to overcome the deficiencies in the prior art.
The utility model is to constitute like this: the deformation joint both sides that building roof waterproofing of movement joints structure of the present utility model is included in building roof is provided with the brick retaining platform of roofing, deformation joint wherein on one side the brick retaining platform of roofing press down intrinsic aluminium sheet, the another side of aluminium sheet is unsettled, in deformation joint, be filled with polystyrene foam plastics, and polystyrene foam plastics is supported on the aluminium sheet; Wherein be fixed with the little canopy of cast-in-situ steel reinforced concrete on one side the brick retaining platform of roofing at deformation joint, and cast-in-situ steel reinforced concrete light rain paulin all covers in deformation joint and another other brick retaining platform of roofing of deformation joint.
In the top of the covered brick retaining platform of roofing of living and the slit between the little canopy of cast-in-situ steel reinforced concrete, be filled with sealing compound.
The thickness of above-mentioned aluminium sheet is for there being 0.5～2mm.
On the external surface of building roof and the brick retaining platform of roofing, also be provided with one deck extra play and waterproofing course.
Above-mentioned waterproofing course is the waterproofing course of web construction or coating structure.
Owing to adopted technique scheme, the utility model adopts the little canopy of cast-in-situ steel reinforced concrete to cover deformation joint of roof, has overcome to expose to the sun and rain, expand with heat and contract with cold or leak source appears in Aluminum cover seam crossing welding seam breaking when build generation sedimentation, displacement phenomenon.The utility model is at the unmanageable characteristics of aluminium sheet seam in the prior art, the aluminium sheet that hides the deformation joint top is removed the back to be substituted with the little canopy of cast-in-situ steel reinforced concrete, solved the aluminium sheet seam unmanageable problem of constructing, also can satisfy simultaneously the requirement that deformation joint is provided with, it is simple relatively that its waterproofing work becomes, and guaranteed building roof waterproofing of movement joints structure stability, persistence.Therefore, the utility model compared with prior art, the utility model not only have construction easily, the advantage of long service life, good water-proof effect, but also have cost low, safeguard and be easy to advantage.
Description of drawings
Accompanying drawing 1 is a structural representation of the present utility model.
The specific embodiment
Embodiment of the present utility model: during construction, as shown in Figure 1, build a brick retaining platform 1 of roofing earlier respectively by laying bricks or stones in the deformation joint both sides of building roof, when building by laying bricks or stones deformation joint wherein on one side the brick retaining platform of a roofing to press solidly a thickness for 1 time be the thick aluminium sheet of 1mm 2, make the another side of aluminium sheet 2 unsettled and deformation joint covered in, polystyrene foam plastics 3 on filling in deformation joint then is supported on the aluminium sheet 2 polystyrene foam plastics 3; Wherein adopt cast-in-place mode to pour into a mould out cast-in-situ steel reinforced concrete light rain paulin 4 on one side the brick retaining platform 1 of roofing at deformation joint then, cast-in-situ steel reinforced concrete light rain paulin 4 is all covered in deformation joint and another other brick retaining platform 1 of roofing of deformation joint, during construction, also a brick retaining platform 1 of roofing can be cast for one with cast-in-situ steel reinforced concrete light rain paulin 4 simultaneously by cast-in-place mode.In order to make waterproof effect better, can in the top of the covered brick retaining platform 1 of roofing of living and the slit between the cast-in-situ steel reinforced concrete light rain paulin 4, fill sealing compound 5.In order to increase the service life better, prevent that the rainwater and the sun from corroding roofing and the brick retaining platform 1 of roofing, traditional approach be can on the external surface of building roof and the brick retaining platform 1 of roofing, press and one deck extra play 6 and waterproofing course 7 laid; Extra play 6 can be constructed by conventional method, and waterproofing course 7 can adopt the traditional web construction or the waterproofing course of coating structure.
Claims (5)
1. building roof waterproofing of movement joints structure, the deformation joint both sides that is included in building roof is provided with the brick retaining platform of roofing (1), it is characterized in that: deformation joint wherein on one side the brick retaining platform of roofing (1) press down intrinsic aluminium sheet (2), the another side of aluminium sheet (2) is unsettled, in deformation joint, be filled with polystyrene foam plastics (3), and polystyrene foam plastics (3) is supported on the aluminium sheet (2); Wherein be fixed with the little canopy of cast-in-situ steel reinforced concrete (4) on one side the brick retaining platform of roofing (1) at deformation joint, and the little canopy of cast-in-situ steel reinforced concrete (4) all covers in deformation joint and another other brick retaining platform of roofing (1) of deformation joint.
2. building roof waterproofing of movement joints structure according to claim 1 is characterized in that: be filled with sealing compound (5) in the top of the covered brick retaining platform of roofing (1) of living and the slit between the little canopy of cast-in-situ steel reinforced concrete (4).
3. building roof waterproofing of movement joints structure according to claim 1 is characterized in that: the thickness of aluminium sheet (2) is for there being 0.5～2mm.
4. building roof waterproofing of movement joints structure according to claim 1 is characterized in that: also be provided with one deck extra play (6) and waterproofing course (7) on the external surface of building roof and the brick retaining platform of roofing (1).
5. building roof waterproofing of movement joints structure according to claim 4 is characterized in that: waterproofing course (7) is the waterproofing course of web construction or coating structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920314262XU CN201554132U (en) | 2009-11-06 | 2009-11-06 | Waterproof structure for deformation seams of building roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920314262XU CN201554132U (en) | 2009-11-06 | 2009-11-06 | Waterproof structure for deformation seams of building roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201554132U true CN201554132U (en) | 2010-08-18 |
Family
ID=42613811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920314262XU Expired - Fee Related CN201554132U (en) | 2009-11-06 | 2009-11-06 | Waterproof structure for deformation seams of building roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201554132U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518216A (en) * | 2011-12-27 | 2012-06-27 | 江西中联建设集团有限公司 | Cantilever type cover plate deformation joint structure of accessible roof and construction method for structure |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN106760263A (en) * | 2016-12-22 | 2017-05-31 | 安徽水安建设集团股份有限公司 | A kind of deformation joint of roof slope covering plate structure |
| CN111395661A (en) * | 2020-04-22 | 2020-07-10 | 东莞市末客信息科技有限公司 | Fixing and sealing construction method and structure of splicing seam of water-meeting roof with cantilever structure |
| CN112411901A (en) * | 2020-10-13 | 2021-02-26 | 黑龙江省黑建一建筑工程有限责任公司 | Waterproof and heat-insulating construction process for roof deformation joint |
-
2009
- 2009-11-06 CN CN200920314262XU patent/CN201554132U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518216A (en) * | 2011-12-27 | 2012-06-27 | 江西中联建设集团有限公司 | Cantilever type cover plate deformation joint structure of accessible roof and construction method for structure |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN106760263A (en) * | 2016-12-22 | 2017-05-31 | 安徽水安建设集团股份有限公司 | A kind of deformation joint of roof slope covering plate structure |
| CN111395661A (en) * | 2020-04-22 | 2020-07-10 | 东莞市末客信息科技有限公司 | Fixing and sealing construction method and structure of splicing seam of water-meeting roof with cantilever structure |
| CN111395661B (en) * | 2020-04-22 | 2021-09-21 | 东莞市末客信息科技有限公司 | Fixing and sealing construction method and structure of splicing seam of water-meeting roof with cantilever structure |
| CN112411901A (en) * | 2020-10-13 | 2021-02-26 | 黑龙江省黑建一建筑工程有限责任公司 | Waterproof and heat-insulating construction process for roof deformation joint |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201560498U (en) | Waterproof structure of deformation joint of building high/low-span roof | |
| CN201554132U (en) | Waterproof structure for deformation seams of building roof | |
| CN201738479U (en) | Roof expansion joint integrated cover plate waterproof structure | |
| CN105971007A (en) | Split type non-formwork pouring underground comprehensive pipe gallery | |
| CN201232309Y (en) | Waterproof thermal insulation plate | |
| CN207419882U (en) | It is new to wear roof pipeline flashing loop device | |
| CN210508097U (en) | Novel roof deformation joint structure | |
| CN103669746B (en) | The construction method of inverted roof heat-insulation system | |
| CN102587598A (en) | Split mounting type heat-insulation and waterproof roof structure | |
| CN205804636U (en) | A kind of basement waterproofing overlapping body of wall | |
| CN203412143U (en) | Wall body structure of integrally poured building house | |
| CN102733512A (en) | Cast-in-place self-insulating external wall body | |
| CN201305929Y (en) | Roofing expansion joint flashing between high and low buildings | |
| CN206189693U (en) | Roof boarding installation node | |
| CN205116573U (en) | Waterproof polyurethane roof boarding keeps warm | |
| CN115288195A (en) | Waterproof construction method for foundation pile top of uplift pipe pile with basement | |
| CN101936042B (en) | Waterproof structure of small-frame composite heat insulating system | |
| CN212562218U (en) | Roof deformation joint leakage-proof structure | |
| CN212641959U (en) | Novel inversion type roof structure | |
| CN209799201U (en) | Protective structure of parapet wall | |
| CN211922707U (en) | Special-shaped deformation joint template for bottom plate of underground comprehensive pipe gallery | |
| CN203546754U (en) | Prefabricated reinforced concrete manhole for communication pipeline | |
| CN202181667U (en) | Telescopic gutter | |
| CN203008246U (en) | Slope tile femerell structure | |
| CN2515335Y (en) | Thermal insulation water-proof roof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER OWNER: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. Effective date: 20110609 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 550004 NO. 208, BEIJING ROAD, GUIYANG CITY, GUIZHOU PROVINCE TO: 550081 NO. 2, JINZHU ROAD, JINYANG NEW DISTRICT, GUIYANG CITY, GUIZHOU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110609 Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100818 Termination date: 20151106 |
|
| EXPY | Termination of patent right or utility model |