CN103741896B - Roofing height flush joint, cornice and go out water proof structure and the construction method thereof of roof pipeline - Google Patents
Roofing height flush joint, cornice and go out water proof structure and the construction method thereof of roof pipeline Download PDFInfo
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- CN103741896B CN103741896B CN201410030968.9A CN201410030968A CN103741896B CN 103741896 B CN103741896 B CN 103741896B CN 201410030968 A CN201410030968 A CN 201410030968A CN 103741896 B CN103741896 B CN 103741896B
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- connecting belt
- waterproof
- seam connecting
- waterproof roll
- flush joint
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- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of roofing height flush joint, cornice and go out water proof structure and the construction method thereof of roof pipeline, high flush joint water proof structure includes that the polymer membranes of high flush joint both sides receives the first seam connecting belt of head;The water proof structure that cornices includes that the waterproof roll being positioned at outer end of cornicing receives the second seam connecting belt at head;The pipeline waterproof structure going out roof pipeline includes connecting the 3rd seam connecting belt of pipeline external surface and waterproof roll;First, second, and third seam connecting belt is all in strip, and is respectively arranged at two ends with multiple through hole, is pasted by Polymer cement materials.The present invention, utilizes Polymer cement materials by the receipts head of bonding for seam connecting belt waterproof roll, solves waterproof roll simultaneously and receive head and flashing protection, more succinctly, more convenient, more effective.
Description
Technical field
The present invention relates to Architectural Construction design and construction field, be specifically related to roofing height flush joint, cornice and
Go out water proof structure and the construction method thereof of roof pipeline.
Background technology
The roofing of building is for resisting the rain of nature, snow, wind, frost, solar radiation, temperature change
The impact of the unfavorable factors such as change, therefore, roofing should carry out waterproof and draining, with ring normal in maintenance room
Border, exempts from sleet and corrodes, it is ensured that building interior has a good use environment.
At present, roof waterproof generally uses flexible waterproof material.Wherein, waterproof roll is receiving head position
Should be mechanically fixed.The most traditional design is metal bead or concrete nail anchoring, and uses sealant sealing.
It is known that several key positions of roof waterproof are: cornice, high flush joint and go out roofing pipe
Road.But, following problems of design existence of above-mentioned metal bead form:
(1) for roofing height flush joint position, it is located at the press strip in the middle part of flashing and is bound to penetrate water layer, and
Flashing protection is difficult to implement;
(2) for position of cornicing, because of impeded drainage at metal bead, easily corrode, and then affect waterproof;
(3) go out roof pipeline and use metal anchor ear, easily corrode, be difficult to solve flashing protection.
In a word, at above-mentioned three, roof waterproof structure is wordy, the life-span is short, function is imperfect, and impact is anti-
Water effect.
Summary of the invention
The technical problem to be solved is that roof waterproof structure is wordy, the life-span is short, function not
Completely, the problem affecting waterproof effect.
In order to solve above-mentioned technical problem, it is high that the technical solution adopted in the present invention is to provide a kind of roofing
Flush joint, cornice and go out the water proof structure of roof pipeline, being provided with high flush joint water proof structure at high flush joint, choose
It is provided with the water proof structure that cornices at eaves, goes out and at roof pipeline, be provided with out roof waterproof structure;Described high flush joint
Water proof structure includes stitching waterproof roll and connects described seam waterproof roll anti-be positioned at high flush joint both sides
First seam connecting belt of water coiled material;The described water proof structure that cornices includes being pasted onto and is positioned at cornice on end face anti-
The second seam connecting belt at head received by water coiled material;Described go out roof pipeline water proof structure include connect pipeline appearance
Face and the 3rd seam connecting belt of waterproof roll;Described first, second, and third seam connecting belt all in strip,
And it being respectively arranged at two ends with multiple through hole, described first, second, and third seam connecting belt all passes through polymer water
Mud waterproof mortar is pasted.
Present invention also offers a kind of above-mentioned water proof structure construction method, comprise the following steps:
At high flush joint, construction method is as follows: first by the described waterproof roll of high flush joint both sides respectively on turn over
Cover respective side and the end face of described high flush joint, then cover one layer of seam at the top of high flush joint waterproof
Coiled material, and its dual-side is turned over down the described waterproof roll overlap joint with high flush joint both sides, finally profit
With the first seam connecting belt completely starch viscous anchor, completely slurry cover seal at the receipts head of adjacent two pieces of described waterproof rolls,
And press coping;
The construction method at the place of cornicing is as follows: utilize the second seam connecting belt completely to starch viscous anchor, completely slurry cover covers
The waterproof roll being positioned at cornice outer end and roofing outer end is received at head;
Go out construction method at roof pipeline as follows: will be around turning on the water proof roofing sheet of pipe laying,
And utilize Polymer cement materials to be pasted onto on the outer circumference surface of pipeline;3rd seam connecting belt is wound around
Overlap on the outer circumference surface of pipeline and with waterproof roll, between the 3rd seam connecting belt and waterproof roll, be provided with 1
Mm Polymer cement materials, lap width is 30mm~50mm.Last one polymer cement
Waterproof mortar should be extended to whole flashing face, doubles as flashing protective layer.
In the above-mentioned methods, the construction method of the first seam connecting belt is as follows:
First the seam crossing at adjacent two blocks of waterproof materials spreads and smears Polymer cement materials 3mm~4mm,
Pressure viscosity the first seam connecting belt makes the receipts head of described waterproof roll be in position in band, the most again first immediately
Polymer cement materials 3mm~4mm is smeared on seam connecting belt upper berth;Finally use polymer fiber cement mortar
Lay fish tail and waterproof layer.
In the above-mentioned methods, the construction method of the second seam connecting belt is as follows:
First at the receipts head of waterproof roll, paving smears Polymer cement materials 3mm~4mm, immediately pressure viscosity
Second seam connecting belt covers the receipts head of waterproof roll, smears polymer cement on the second seam connecting belt upper berth the most again
Waterproof mortar 3mm~4mm;Finally lay fish tail and waterproof layer by polymer fiber cement mortar.
In the above-mentioned methods, cornice place described waterproof roll receipts head at less than both sides screed-coat 6mm~
8mm。
The present invention, utilize Polymer cement materials by the receipts head of bonding for seam connecting belt waterproof roll,
Wherein, seam connecting belt is ageing-resistant, and Bao Erqiang is soft and tough, and surface band fiber, with polymer cement waterproof
Mortar adhesive strength is high, is highly resistant to coiled material and shrinks the shear stress caused, polymer cement waterproof
Acrylate selected by mortar, it is intended to bonding tough with between waterproof roll, and more resistant to ultraviolet ray ageing.
Therefore, the present invention solves waterproof roll simultaneously and receives head and flashing protection, more succinctly, more convenient, more
Effectively.
Accompanying drawing explanation
Fig. 1 is water proof structure schematic diagram at high flush joint in the present invention;
Fig. 2 is the structural representation of first, second, and third seam connecting belt in the present invention;
Fig. 3 is the schematic diagram of water proof structure of cornicing in the present invention;
Fig. 4 is the first schematic diagram going out roof pipeline water proof structure in the present invention;
Fig. 5 is the schematic diagram that in the present invention, the second goes out roof pipeline water proof structure.
Detailed description of the invention
Roofing height flush joint that the present invention provides, cornice and go out the water proof structure of roof pipeline, at waterproof volume
Lay seam connecting belt at the receipts head of material, and completely starch viscous anchor by Polymer cement materials, completely starch cover.
Wherein, seam connecting belt uses Wei Te house journal product, and its technical specification meets Q/SVET002-2012 mark
Accurate.Below in conjunction with specific embodiment and Figure of description, the present invention is described in detail.
(1) high flush joint water proof structure.
As it is shown in figure 1, the high flush joint of roofing is by left and right halfbody 11,12 sandwiched polystyrene foam plate
13 are formed, and left halfbody 11 has left horizontal part 111 and left vertical component effect 112 upwardly, right halfbody
12 have right horizontal part 121 and right vertical component effect 122 upwardly, left and right vertical portion 112,122
It is oppositely arranged.
Water proof roofing sheet 14, water proof roofing sheet is laid on the end face of left and right horizontal part 111,121
14 use synthetic polymeric waterproofing material.
High flush joint water proof structure includes stitching waterproof roll 16 and connecting sewing waterproof roll 16 and being positioned at height
First seam connecting belt 17 of the waterproof roll 14 of flush joint both sides, as in figure 2 it is shown, the first seam connecting belt 17
Gathering and be provided with multiple through hole 171 in two ends, Polymer cement materials passes through above-mentioned through hole 171 by first
Seam connecting belt 17 is pasted.
At high flush joint, the construction method of water proof structure is as follows: the most respectively by the left and right water in high flush joint both sides
Turn on the water proof roofing sheet of the laying in flat portion, and by Polymer cement materials be attached to a left side,
On the respective outer face of right vertical component effect and end face, then polymer is passed through at the top in left and right vertical portion
Cement waterproofing mortar lays seam waterproof roll, and is turned over down by its dual-side and the room of high flush joint both sides
Face waterproof roll overlap joint, smears Polymer cement materials 3mm~4mm, immediately pressure viscosity seam crossing paving
First seam connecting belt makes seam waterproof roll be positioned at the centre of the first seam connecting belt with the head of receiving of water proof roofing sheet,
Smearing Polymer cement materials 3mm~4mm on the first seam connecting belt upper berth again, two layers of polymers cement is prevented
Water mortar is be combined with each other by the through hole at the first seam connecting belt two ends and is fixedly secured by the first seam connecting belt, makes to glue
Patch effect is more preferable.Finally press coping, and choose protective layer 15 with the laying of polymer fiber cement mortar.
First seam connecting belt uses Polymer cement materials completely to starch viscous anchor, completely starch cover.Last polymerization together
Thing cement waterproofing mortar should be extended to whole flashing face, doubles as flashing protective layer.
(2) cornice water proof structure.
As it is shown on figure 3, waterproof roll 24 is laid on the screed-coat 26 corniced on 22 end faces, anti-
The outer end of water coiled material 24 is received and is laid the second seam connecting belt 27 at head, and the second seam connecting belt 27 covers waterproof roll
The outer end of 24 is received at head and is pasted by Polymer cement materials fixing.
After second seam connecting belt 27 has been laid, layer protective layer 28 of constructing.
In the water proof structure that cornices, the second seam connecting belt is identical with the first seam connecting belt structure shown in Fig. 2,
Also in strip, and being respectively arranged at two ends with multiple through hole, polymer cement waterproof sand realizes through through hole
It is adhesively fixed.
(3) water proof structure of roof pipeline is gone out.
As shown in Figure 4, Figure 5, the pipeline waterproof structure going out roof pipeline includes connecting pipeline 33 appearance
Face and the 3rd seam connecting belt 32 of waterproof roll 31, the 3rd seam connecting belt 32 is by polymer cement waterproof sand
Slurry is pasted.3rd seam connecting belt is identical with the first seam connecting belt structure shown in Fig. 2.
Go out construction method at roof pipeline as follows:
Will be around turning on the water proof roofing sheet 31 of pipe laying, and utilize Polymer cement materials
It is pasted onto on the outer circumference surface of pipeline 33;
3rd seam connecting belt 32 is wrapped on the outer circumference surface of pipeline 33 and overlaps with waterproof roll 31,
1mm Polymer cement materials, overlap joint width it is provided with between 3rd seam connecting belt 32 and waterproof roll 31
Degree is 30mm~50mm.Last one Polymer cement materials should be extended to whole flashing face,
Double as flashing protective layer.
The present invention is not limited to above-mentioned preferred forms, and anyone should learn the enlightenment in the present invention
Under the structure change made, every have same or like technical scheme with the present invention, each falls within this
Within the protection domain of invention.
Claims (7)
1. roofing height flush joint, cornice and go out the water proof structure of roof pipeline, be provided with high flush joint at high flush joint
Water proof structure, the place of cornicing is provided with the water proof structure that cornices, and goes out and is provided with out roof waterproof structure at roof pipeline,
It is characterized in that,
Described high flush joint water proof structure includes stitching waterproof roll and connecting described seam waterproof roll and be positioned at
First seam connecting belt of the waterproof roll of high flush joint both sides, the first seam connecting belt uses polymer cement waterproof sand
The full slurry of slurry glues anchor, completely starches cover, and last one Polymer cement materials is extended to whole flashing face,
Double as flashing protective layer;
The described water proof structure that cornices includes being pasted onto and is positioned at the waterproof roll cornicing on end face and receives the at head
Two seam connecting belts;
Described go out roof pipeline pipeline waterproof structure include connecting pipeline external surface taking with waterproof roll
The 3rd seam connecting belt connect, is provided with 1mm polymer cement waterproof sand between the 3rd seam connecting belt and waterproof roll
Slurry, the 3rd seam connecting belt is 30mm~50mm with the lap width of waterproof roll, last one polymer
Cement waterproofing mortar should be extended to whole flashing face, doubles as flashing protective layer;
Described first, second, and third seam connecting belt is all in strip, and is respectively arranged at two ends with multiple through hole,
Described first, second, and third seam connecting belt is all pasted by Polymer cement materials.
2. water proof structure as claimed in claim 1, it is characterised in that be positioned at described high flush joint both sides
Waterproof roll respectively on overturn the sides and top covering described high flush joint, the two of described seam waterproof roll
Side turns over down and overlaps with the waterproof roll of described high flush joint both sides.
3. water proof structure as claimed in claim 1, it is characterised in that the top of described first seam connecting belt
Face is provided with coping.
4. the construction method of water proof structure as claimed in claim 1, it is characterised in that include following
Step:
At high flush joint, construction method is as follows: first by the described waterproof roll of high flush joint both sides respectively on turn over
Cover the respective side and above of described high flush joint, then cover one layer of seam at the top of high flush joint waterproof
Coiled material, and its dual-side is turned over down the described waterproof roll overlap joint with high flush joint both sides, finally profit
With the first seam connecting belt completely starch viscous anchor, completely slurry cover seal at the receipts head of adjacent two pieces of described waterproof rolls,
And press coping;
The construction method at the place of cornicing is as follows: utilize the second seam connecting belt completely to starch viscous anchor, completely slurry cover covers
The waterproof roll being positioned at cornice outer end and roofing outer end is received at head;
Go out construction method at roof pipeline as follows: will be around turning on the water proof roofing sheet of pipe laying,
And utilize Polymer cement materials to be pasted onto on the outer circumference surface of pipeline;3rd seam connecting belt is wound around
Overlap on the outer circumference surface of pipeline and with waterproof roll, between the 3rd seam connecting belt and waterproof roll, be provided with 1
Mm Polymer cement materials, lap width is 30mm~50mm, last one polymer cement
Waterproof mortar should be extended to whole flashing face, doubles as flashing protective layer.
5. construction method as claimed in claim 4, it is characterised in that the construction party of the first seam connecting belt
Method is as follows:
First the seam crossing at adjacent two blocks of waterproof materials spreads and smears Polymer cement materials 3mm~4mm,
Pressure viscosity the first seam connecting belt makes the receipts head of described waterproof roll be in position in band, the most again first immediately
Polymer cement materials 3mm~4mm is smeared on seam connecting belt upper berth;Finally use polymer fiber cement mortar
Lay fish tail and waterproof layer.
6. construction method as claimed in claim 4, it is characterised in that the construction party of the second seam connecting belt
Method is as follows:
First at the receipts head of waterproof roll, paving smears Polymer cement materials 3mm~4mm, immediately pressure viscosity
Second seam connecting belt covers the receipts head of waterproof roll, smears polymer cement on the second seam connecting belt upper berth the most again
Waterproof mortar 3mm~4mm;Finally lay fish tail and waterproof layer by polymer fiber cement mortar.
7. construction method as claimed in claim 4, it is characterised in that the described waterproof volume at place of cornicing
Less than both sides screed-coat 6mm~8mm at the receipts head of material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410030968.9A CN103741896B (en) | 2014-01-23 | 2014-01-23 | Roofing height flush joint, cornice and go out water proof structure and the construction method thereof of roof pipeline |
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CN201410030968.9A CN103741896B (en) | 2014-01-23 | 2014-01-23 | Roofing height flush joint, cornice and go out water proof structure and the construction method thereof of roof pipeline |
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CN103741896A CN103741896A (en) | 2014-04-23 |
CN103741896B true CN103741896B (en) | 2016-08-24 |
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Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN104005522B (en) * | 2014-05-21 | 2016-04-06 | 中国建筑土木建设有限公司 | The lapped configuration of polyethylene polypropylene fiber waterproof coiled material and SBS modified bituminous pitch coiled material and engineering method |
CN104179308B (en) * | 2014-09-02 | 2016-06-15 | 中国航天建设集团有限公司 | One utilizes the special wall surface construction technology of cement mortar moulding |
CN109024928A (en) * | 2018-08-16 | 2018-12-18 | 上海建工七建集团有限公司 | One kind going out layer Steel Structure waterproof construction and its construction method |
CN111593887B (en) * | 2020-05-28 | 2021-08-10 | 广州协安建设工程有限公司 | Outsourcing waterproof construction method for penetrating metal roof plate component |
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CN201087509Y (en) * | 2007-08-01 | 2008-07-16 | 山西四建集团有限公司 | Water-proof head of roof |
CN201330459Y (en) * | 2008-12-25 | 2009-10-21 | 王鸿鹏 | Sealing tape |
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Family Cites Families (1)
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US8631611B2 (en) * | 2011-01-18 | 2014-01-21 | Firestone Building Products Co., LLC | Fortified flashing laminate |
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2014
- 2014-01-23 CN CN201410030968.9A patent/CN103741896B/en not_active Expired - Fee Related
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CN201087509Y (en) * | 2007-08-01 | 2008-07-16 | 山西四建集团有限公司 | Water-proof head of roof |
CN101586381A (en) * | 2008-05-20 | 2009-11-25 | 北京森聚柯高分子材料有限公司 | Waterproof structure and manufacturing method thereof |
CN201330459Y (en) * | 2008-12-25 | 2009-10-21 | 王鸿鹏 | Sealing tape |
CN203308008U (en) * | 2013-05-30 | 2013-11-27 | 辽宁省建筑设计研究院 | Planar roof expansion joint building component |
CN103469973A (en) * | 2013-09-24 | 2013-12-25 | 扬州大学 | Flat-joint and detachable type roof deformation joint and construction method thereof |
CN203834820U (en) * | 2014-01-23 | 2014-09-17 | 深圳大学建筑设计研究院 | Waterproof structures for roof high flush joint, overhanging eave and roof exiting pipe |
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Address after: 518000 B, School of architecture and regulation, Shenzhen University, Shenzhen, Guangdong, Nanshan District Patentee after: Shenzhen University architectural design and Research Institute Co Ltd Address before: 518000 B, School of architecture and regulation, Shenzhen University, Shenzhen, Guangdong, Nanshan District Patentee before: The Institute of Architecture Design & Research, Shenzhen University |
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Granted publication date: 20160824 Termination date: 20210123 |
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