CN202731121U - Waterproof node of deformation joint between high span and low span of roof - Google Patents
Waterproof node of deformation joint between high span and low span of roof Download PDFInfo
- Publication number
- CN202731121U CN202731121U CN 201220401640 CN201220401640U CN202731121U CN 202731121 U CN202731121 U CN 202731121U CN 201220401640 CN201220401640 CN 201220401640 CN 201220401640 U CN201220401640 U CN 201220401640U CN 202731121 U CN202731121 U CN 202731121U
- Authority
- CN
- China
- Prior art keywords
- building
- waterproofing
- roof
- deformation joint
- low
- 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
- Building Environments (AREA)
Abstract
The utility model provides a waterproof node of a deformation joint between a high span and a low span of a roof. The waterproof node of the deformation joint between the high span and the low span of the roof comprises a first building and a second building, wherein height difference exists between the first building and the second building, and the deformation joint is arranged between the first building and the second building, an outer wall of the first building is provided with a reinforced concrete pressing eave, and the reinforced concrete pressing eave protrudes outwards the outer wall and extends above a parapet wall of the second building. The waterproof node of the deformation joint between the high span and the low span of the roof has the advantages that a barricade wall used to shield the deformation joint extends out of the outer wall of the higher building and extends above the parapet wall of the lower building, a neck-in mouth of a waterproof layer of the parapet wall is well shielded, the construction is convenient, and the waterproof effect is good.
Description
Technical field
The utility model relates to a kind of buildings waterproof joint structure, relates in particular to a kind of roof high-low for new building and strides the waterproofing of movement joints node.
Background technology
Always arranged dividing of height in adjacent building, stride and just formed roof high-low between the height building roof.And building often can produce distortion under the extraneous factor effect, causes cracking even destruction.So the build joint change that reserves for this situation is called deformation joint.The deformation joint that has between roof high-low is striden need to guarantee waterproof; existing waterproof measure is to adopt coil waterproof layer to carry out the just linking between the building; cover deformation joint by coil waterproof layer; then be fixed in coil waterproof layer in the groove of high building by press strip; be at last the protection coil waterproof layer, need to cover by iron sheet again and block that the loaded down with trivial details and iron sheet of whole construction is through the bad weather such as drenching with rain in the above; easy oxidation scission, the life-span is not long.
The utility model content
The purpose of this utility model is to solve above-mentioned technical problem, provides a kind of roof high-low to stride the waterproofing of movement joints node.
The purpose of this utility model is achieved through the following technical solutions:
Roof high-low is striden the waterproofing of movement joints node, comprise the first building and the second building, has difference in height between described the first building and the second building, and be provided with deformation joint between described the first building and the second building, be provided with reinforced concrete soil pressure eaves on described the first external wall, described reinforced concrete soil pressure eaves goes out to extend to the top of the second building parapet to the exterior wall evagination.
Preferably, be coated with floated coat on the described reinforced concrete soil pressure eaves, the bottom of described floated coat becomes the angle setting, and the end face of described floated coat and the angle on inclined-plane are less than 90 °.
Preferably, the end face of described the second building parapet is fixed with anticorrosion batten, be connected by fluid sealant between described anticorrosion batten and the floated coat, be provided with waterproofing course between described parapet and the second building roof, the logical closing in press strip of one end of described waterproofing course is pressed abd fixed on the described anticorrosion batten, the other end is connected by the coil waterproof layer of hot air welding and waterproofing course below, described reinforced concrete soil pressure eaves extend to waterproofing course on the parapet directly over.
Preferably, described deformation joint is the shrinkage joint.
The beneficial effects of the utility model are mainly reflected in: extend be used to the pressure eaves that blocks deformation joint by the exterior wall from high building, gear presses eaves to extend low building parapet top simultaneously, waterproofing course on the parapet closed up also to have well block easy construction, good water-proof effect.
Description of drawings
Below in conjunction with accompanying drawing technical solutions of the utility model are described further:
Fig. 1: structural representation of the present utility model.
The specific embodiment
The utility model has disclosed roof high-low and has striden the waterproofing of movement joints node, comprises the first building and the second building.Have difference in height between described the first building and the second building, and the first building is higher than the second building, described the first building and second is provided with deformation joint between building.Deformation joint described in the utility model is the shrinkage joint.
Combination is shown in Figure 1, is provided with reinforced concrete soil pressure eaves 11 on the exterior wall 1 of described the first building, and described reinforced concrete soil pressure eaves 11 extends to the top of the second building parapet 2 to exterior wall 1 outer protrusion.Owing to be that the utility model is that new building is carried out the waterproof purpose, can not cause the puzzlement that is difficult for connection.
Be coated with floated coat on the described reinforced concrete soil pressure eaves 11.Prolong to the first external wall lateral bine for fear of water, the bottom of described floated coat becomes the angle setting, and the end face 13 of described floated coat and the angle on inclined-plane 12 are less than 90 °.
Form between floated coat and the parapet 2 and be tightly connected.Concrete, the end face of described the second building parapet 2 is fixed with anticorrosion batten 21, is tightly connected by fluid sealant 22 between described anticorrosion batten 21 and the floated coat.Like this.Enter into deformation joint even there is water also not have the space.
Be provided with waterproofing course 3 between the roofing of described parapet 2 and the second building, the logical closing in press strip of one end of described waterproofing course 3 presses (meaning not shown in the figures) to fasten on described anticorrosion batten 21, and the other end is connected by the coil waterproof layer 4 of hot air welding with waterproofing course 3 belows.Other techonospheres of building described in the utility model and the concrete fixed form of described coil waterproof layer 4 are all consistent with prior art, do not repeat them here.
Certainly, in order better waterproofing course 3 to be had protective effect, described reinforced concrete soil pressure eaves 11 needs to extend the top that is arranged on waterproofing course 3.
The utility model still has multiple concrete embodiment, and all employings are equal to replacement or equivalent transformation and all technical schemes of forming, all drop within the claimed scope of the utility model.
Claims (4)
1. roof high-low is striden the waterproofing of movement joints node, comprise the first building and the second building, has difference in height between described the first building and the second building, and be provided with deformation joint between described the first building and the second building, it is characterized in that: be provided with reinforced concrete soil pressure eaves on described the first external wall, described reinforced concrete soil pressure eaves goes out to extend to the top of the second building parapet to the exterior wall evagination.
2. roof high-low as claimed in claim 1 is striden the waterproofing of movement joints node, it is characterized in that: be coated with floated coat on the described reinforced concrete soil pressure eaves, the bottom of described floated coat becomes the angle setting, and the end face of described floated coat and the angle on inclined-plane are less than 90 °.
3. roof high-low as claimed in claim 2 is striden the waterproofing of movement joints node, it is characterized in that: the end face of described the second building parapet is fixed with anticorrosion batten, be connected by fluid sealant between described anticorrosion batten and the floated coat, be provided with waterproofing course between described parapet and the second building roof, the logical closing in press strip of one end of described waterproofing course is pressed abd fixed on the described anticorrosion batten, the other end is connected by the coil waterproof layer of hot air welding and waterproofing course below, described reinforced concrete soil pressure eaves extend to waterproofing course on the parapet directly over.
4. roof high-low as claimed in claim 3 is striden the waterproofing of movement joints node, it is characterized in that: described deformation joint is the shrinkage joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220401640 CN202731121U (en) | 2012-08-15 | 2012-08-15 | Waterproof node of deformation joint between high span and low span of roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220401640 CN202731121U (en) | 2012-08-15 | 2012-08-15 | Waterproof node of deformation joint between high span and low span of roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202731121U true CN202731121U (en) | 2013-02-13 |
Family
ID=47656834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220401640 Expired - Fee Related CN202731121U (en) | 2012-08-15 | 2012-08-15 | Waterproof node of deformation joint between high span and low span of roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202731121U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485424A (en) * | 2013-10-14 | 2014-01-01 | 广州市设计院 | Hidden high-low span deformation joint and waterproof structure thereof |
| CN104790708A (en) * | 2015-04-30 | 2015-07-22 | 中国石油集团工程设计有限责任公司 | LNG full-capacity tank suspended ceiling structure and construction method thereof |
| CN106677440A (en) * | 2016-12-30 | 2017-05-17 | 河北恒山建设集团有限公司 | Roofing parapet water-floating structure and construction method thereof |
| CN106760892A (en) * | 2016-12-31 | 2017-05-31 | 中国能源建设集团山西省电力勘测设计院有限公司 | A kind of concrete flue movement joint and its apply method |
| CN111411644A (en) * | 2020-03-30 | 2020-07-14 | 陕西省建筑科学研究院有限公司 | Flexible connection method between slope building outer wall and retaining wall |
| CN112942693A (en) * | 2021-02-04 | 2021-06-11 | 重庆瀚洲建筑工程有限责任公司 | Anti-crack house structure and construction method thereof |
-
2012
- 2012-08-15 CN CN 201220401640 patent/CN202731121U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485424A (en) * | 2013-10-14 | 2014-01-01 | 广州市设计院 | Hidden high-low span deformation joint and waterproof structure thereof |
| CN103485424B (en) * | 2013-10-14 | 2016-05-18 | 广州市设计院 | A kind of concealed high-low bay movement joint and water proof structure thereof |
| CN104790708A (en) * | 2015-04-30 | 2015-07-22 | 中国石油集团工程设计有限责任公司 | LNG full-capacity tank suspended ceiling structure and construction method thereof |
| CN104790708B (en) * | 2015-04-30 | 2017-05-31 | 中国石油集团工程设计有限责任公司 | A kind of LNG full appearance tanks ceiling structure and its construction method |
| CN106677440A (en) * | 2016-12-30 | 2017-05-17 | 河北恒山建设集团有限公司 | Roofing parapet water-floating structure and construction method thereof |
| CN106760892A (en) * | 2016-12-31 | 2017-05-31 | 中国能源建设集团山西省电力勘测设计院有限公司 | A kind of concrete flue movement joint and its apply method |
| CN111411644A (en) * | 2020-03-30 | 2020-07-14 | 陕西省建筑科学研究院有限公司 | Flexible connection method between slope building outer wall and retaining wall |
| CN112942693A (en) * | 2021-02-04 | 2021-06-11 | 重庆瀚洲建筑工程有限责任公司 | Anti-crack house structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202731121U (en) | Waterproof node of deformation joint between high span and low span of roof | |
| CN205259477U (en) | Factory building brick wall parapet and roofing eaves gutter waterproof construction | |
| CN211472893U (en) | Parapet department movement joint structure | |
| CN208293929U (en) | A kind of roofing flashing structure | |
| CN113982198A (en) | Lotus leaf molding roof | |
| CN203669179U (en) | Joint structure of steel roof at longitudinal and transverse striding position of steel structure factory building | |
| CN102677832A (en) | Roof deformation joint cornice structure for water resistance and construction method for roof deformation joint cornice structure | |
| CN202810010U (en) | Light-steel roof cornice water-proof structure | |
| CN201560498U (en) | Waterproof structure of deformation joint of building high/low-span roof | |
| CN103422625B (en) | Unit telescopic type assembling metal gutter and making and installation method thereof | |
| CN201952948U (en) | Novel panel | |
| CN205116571U (en) | Metal sheet flexible waterproof roofing and roof boarding that uses thereof | |
| CN203256981U (en) | Unit-elastic-type assembling metal gutter | |
| CN203834823U (en) | Novel steel plate gutter | |
| CN209494067U (en) | Steel structural plant roof deformation joint structure | |
| CN203755468U (en) | Multi-layer waterproof structure for section bar splicing | |
| CN203613698U (en) | Roof for mobile house | |
| CN216007576U (en) | Block tile roof gable eave structure | |
| CN214995361U (en) | Various steel tile roofing vent waterproof construction | |
| CN214006290U (en) | Waterproof insulation construction of flexible crack control's building movement joint | |
| CN216429171U (en) | Coal conveying trestle roof board and coal conveying gallery roof connection structure of thermal power plant | |
| CN210767530U (en) | Recyclable corrugated tile | |
| CN201460046U (en) | Improved plate profile structure of profiled steel sheet for roofs or wall surfaces | |
| CN203213412U (en) | Ridge tile for house | |
| CN217105857U (en) | Gutter edge-closing anti-seepage structure in parapet wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SUZHOU INSTITUTE OF BUILDING SCIENCE GROUP COMPANY Free format text: FORMER NAME: SUZHOU ARCHITECTURE SCIENTIFIC INSTITUTE CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: Wuzhong Economic Development Zone in Suzhou City, Jiangsu province 215000 Yuexi No. 1368 Street Wuzhong Avenue, building 3 Patentee after: SUZHOU INSTITUTE OF BUILDING SCIENCE GROUP COMPANY LIMITED Address before: 215000, Binhe Road, Suzhou, Jiangsu, Suzhou, 1979 Patentee before: Suzhou Architecture Scientific Institute Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130213 Termination date: 20180815 |